Page 1
SadrzajUlazni podaci
Ulazni podaci - Konstrukcija__________________________________________________________________________________________________________________________26
Ulazni podaci - Opterecenje__________________________________________________________________________________________________________________________28
Dodaci
MEĐUSPRATNA TAVANICA - POS 200_________________________________________________________________________________________________________________30
MEĐUSPRATNA TAVANICA - POS 100, 000____________________________________________________________________________________________________________40
TEMELJNA KONSTRUKCIJA - POS TT___________________________________________________________________________________________________________________47
DIMENZIONISANJE VERTIKALNIH ELEMENATA - STUBOVA_____________________________________________________________________________________________56
SEIZMIČKI PRORAČUN_______________________________________________________________________________________________________________________________59
NADPROZORNICI I NADVRATNICI_____________________________________________________________________________________________________________________64
25
Page 2
Ulazni podaci - KonstrukcijaTabela materijala
No Naziv materijala E[kN/m2] μ γ[kN/m3] αt[1/C] Em[kN/m2] μm1 Opeka 5.600e+4 0.20 16.00 1.000e-5 5.600e+6 0.202 Betoni MB 30 3.150e+7 0.20 25.00 1.000e-5 3.150e+7 0.20
Setovi plocaNo d[m] e[m] Materijal Tip proracuna Ortotropija E2[kN/m2] G[kN/m2] α
<1> 0.250 0.125 1 Tanka ploca Izotropna<2> 0.120 0.060 2 Tanka ploca Izotropna<3> 0.200 0.100 2 Tanka ploca Izotropna
Setovi linijskih oslonacaSet K,R1 K,R2 K,R3 K,M1 Tlo [m]1 1.000e+10 1.000e+4 1.000e+10 0.550
Setovi gredaSet: 1 Presek: b/d=25/25, Fiktivna ekscentricnost
3
2
25
25
[cm]
T
Mat. A1 A2 A3 I1 I2 I32 - Betoni MB 30 6.250e-2 5.208e-2 5.208e-2 5.501e-4 3.255e-4 3.255e-4
Set: 2 Presek: b/d=75/25, Fiktivna ekscentricnost
3
2
75
25
[cm]25
T
Mat. A1 A2 A3 I1 I2 I32 - Beton MB 30 1.875e-1 1.563e-1 1.563e-1 3.087e-3 8.789e-3 9.766e-4
Set: 3 Presek: b/d=25/30, Fiktivna ekscentricnost
3
2
25
30
[cm]
9
T
Mat. A1 A2 A3 I1 I2 I32 - Betoni MB 30 7.500e-2 6.250e+0 6.250e-2 7.752e-4 3.906e-4 5.625e-4
Set: 4 Presek: b/d=25/20, Fiktivna ekscentricnost
3
2
25
20
[cm]
4
T
Mat. A1 A2 A3 I1 I2 I32 - Betoni MB 30 5.000e-2 4.167e-2 4.167e-2 3.421e-4 2.604e-4 1.667e-4
Set: 5 Presek: T 55/80, Fiktivna ekscentricnost
3
2
55
50
25
80
[cm]
α=180°T
Mat. A1 A2 A3 I1 I2 I32 - Betoni MB 30 3.500e-1 2.951e-1 3.155e-1 2.448e-2 7.323e-3 1.572e-2
26
Page 3
Set: 6 Presek: b/d=30/30, Fiktivna ekscentricnost
3
2
3030
[cm]
T
Mat. A1 A2 A3 I1 I2 I32 - Beton MB 30 9.000e-2 7.500e-2 7.500e-2 1.141e-3 6.750e-4 6.750e-4
d = 0.12 m
d = 0.12 m
b/d=25/30
b/d=
25/3
0b/
d=25
/30
b/d=
25/3
0b/
d=25
/30
b/d=
25/3
0
b/d=
25/3
0
b/d=25/30b/d=25/30b/d=25/30b/d=25/30b/d=25/30
b/d=25/20b/d=25/20b/
d=25
/20
b/d=25/20
b/d=
25/2
0
b/d=
25/2
0
b/d=
25/3
0b/
d=25
/20
b/d=25/30
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
13
1
3
1
3
1
3
1
3
1
3
1
3
1
31
3
1
3 1
3
1
3
13
SJEVER
JUG
3.00 4.30 3.25
1.10
3.15
2.10
4.25
2.10
3.85 1.93 5.27
Nivo: Kota tavana [5.80 m]
d = 0.12 mb/d=
25/2
0
b/d=
25/2
0
b/d=25/20
b/d=
25/2
0b/
d=25
/20
b/d=25/20b/d=25/20
1
3 1
3
1
1
3
1
311
5.78 5.27
1.00
1.50
3.85 1.93 5.27
Pogled: J užna kosina
d = 0.12 m
d = 0.12 m
b/d=
25/2
0
b/d=25/20b/d=25/20
b/d=
25/2
01
3
11
1
3
3.00 4.30 3.25
2.50
Pogled: Sjeverna kosina
d = 0.12 m
d = 0.12 m
b/d=25/30b/
d=25
/30
b/d=25/30
b/d=
25/3
0
b/d=
25/3
0
b/d=25/20
b/d=25/20b/d=25/20
b/d=
25/2
0
b/d=25/20
b/d=
25/2
0
b/d=25/20b/d=
25/3
0b/d=25/30
b/d=
25/3
0
b/d=25/20
b/d=
25/2
0
b/d=
25/2
0b/
d=25
/30
1
3
1
3
1
3
1
3
1
3
1
3
1
3 13
1
3
1
31
3
1
3
1
31
3
1
31
3
1
3
13
1
3
3.00 4.30 2.30 0.950.5011.05
2.45
3.15
4.35
2.00
3.85 1.93 5.27
3.35
1.45
1.70
4.35
1.500
.5012
.85
Nivo: Kota prizemlja [0.00 m]
T 55/
80
T 55/
80
T 55/80
T 55/
80
T 55/80
T 55/80
T 55/
80
T 55/80
T 55/
80
T 55/80
T 55/
80
T 55/80
T 55/
80T 55/80
T 55/
80
T 55/80
T 55/
80
b/d=
30/3
0
1
3
1
3
1
31
31
3
1
3
1
31
3
1
3
1
31
3
1
3
1
31
3
1
31
3
1
3
1
3
3.00 4.30 3.25 0.50
0.90
2.45
3.15
4.35
2.00
12.85
11.05
3.85 1.93 5.27
6.50
4.35
2.00
Nivo: Kota suterena [-2.90 m]
H_7
V_7
H_3
H_2
V_3
H_1
V_6
H_4
V_5
V_4
H_6
V_2
H_5
V_1
Dispozicija ramova
27
Page 4
Ulazni podaci - Opterecenje
Lista slucajeva opterecenjaNo Naziv1 Stalno (g)2 Korisno3 Opterećenje sa krovne kon
strukcije
4 Komb.: I+II+III5 Komb.: 1.6xI+1.8xII+1.8xIII6 Komb.: 1.9xI+2.1xII+2.1xIII
q = -0.50
q = -0.70
p=-3.10p=-3
.10p=
-3.10p=
-3.10
Opt. 1: Stalno (g)
Nivo: Kota tavana [5.80 m]
q = -1.50
q = -1.50
q = -2.50
p=-1
3.16
p=-11.60
p=-11.60
p=-1
1.60
Opt. 1: Stalno (g)
Nivo: Kota mansarde [2.90 m]
q = -2.50
q = -1.50
q = -1.50
p=-1
3.16
p=-1
1.60 p=-11.60
p=-1
1.60
Opt. 1: Stalno (g)
Nivo: Kota prizemlja [0.00 m]
q = -0.70
Opt. 1: Stalno (g)
Pogled: J užna kosina
q = -0.70 q = -0.70
p=-4
.50
p=-4
.50
Opt. 1: Stalno (g)
Pogled: Sjeverna kosina
q = -0.70
q = -0.70
Opt. 2: Korisno
Nivo: Kota tavana [5.80 m]
Page 5
q = -3.00
q = -3.00
q = -1.50
p=-6
.37
Opt. 2: Korisno
Nivo: Kota mansarde [2.90 m]
q = -1.50
q = -3.00
q = -3.00
p=-6
.37
Opt. 2: Korisno
Nivo: Kota prizemlja [0.00 m]
p=-4
.50
p=-4
.50
p=-4.50
p=-4
.50
p=-4
.50
p=-9.00
p=-9.00
p=-9.00
Opt. 3: Opterećenje sa krovne konstrukcije
Nivo: Kota tavana [5.80 m]
p=-9.00
p=-4.50
p=-4.50
Opt. 3: Opterećenje sa krovne konstrukcije
Pogled: J užna kosina
p=-9.00
p=-4.50 p=-4.50
Opt. 3: Opterećenje sa krovne konstrukcije
Pogled: Sjeverna kosina
Page 6
MEĐUSPRATNA TAVANICA - POS 200
DIMENZIONISANJE AB PLOČE NA POZICIJI - POS 200
-22.30
-27.09 11.40 -25.98
0.00
-5.42
0.00
0.00 0.000.00
0.00
0.00
-10.8
4 0.00
0.00
-5.42 -5
.42
-5.42 -5.42
-5.42
0.00
0.00 0.00
0.00 0.0
0
-5.42
5.70 -5.420.0
0
-10.84 -10.8
4
0.00
0.00
Opt. 5: 1.6xI+1.8xII+1.8xIII
Uticaji u ploci: max M x= 11.40 / min M x= -27.09 kNm/m Nivo: Kota tavana [5.80 m]
-23.01
7.64
4.22
7.107.51
-22.51
0.00 -4.60 0.00
0.00
-4.60-4.60
3.823.82
0.00
0.00-4.60 -9.20-13.81-13.81 -18.41 -9.20
0.00
0.00 0.00 0.00 3.82
Opt. 5: 1.6xI+1.8xII+1.8xIII
Uticaji u ploci: max M y= 7.64 / min M y= -23.01 kNm/m Nivo: Kota tavana [5.80 m]
4.204.023.96
2.82 -6.57
0.00 0.00 0.00
1.400.00
0.00 0.00 0.00
0.00
1.402.80
-1.641.40 -3.29
2.80 -4.93 0.00
Opt. 5: 1.6xI+1.8xII+1.8xIII
Uticaji u ploci: max M y= 4.20 / min M y= -6.57 kNm/m Pogled: J užna kosina
7.09
-14.39
7.28
6.74-14.17-11.510.00 0.00
0.00
3.64
3.640.00
0.00 0.00
3.640.00
Opt. 5: 1.6xI+1.8xII+1.8xIII
Uticaji u ploci: max M y= 7.28 / min M y= -14.39 kNm/m Pogled: Sjeverna kosina
Aa - d.zona [cm2/m]2.661.330.00
M erodavno opterecenje: 1.60xI+1.80xII+1.80xIII @1@PBAB 87, M B 30, M A 500/560, a=3.00 cm
Aa - d.zona - max Aa,d= 2.66 cm2/m Nivo: Kota tavana [5.80 m]
Aa - g.zona [cm2/m]0.00
-2.54-5.08
M erodavno opterecenje: 1.60xI+1.80xII+1.80xIII @1@PBAB 87, M B 30, M A 500/560, a=3.00 cm
Aa - g.zona - max Aa,g= -5.08 cm2/m Nivo: Kota tavana [5.80 m]
Page 7
Aa - g.zona [cm2/m]0.00-0.59-1.18
M erodavno opterecenje: 1.60xI+1.80xII+1.80xIII @1@PBAB 87, M B 30, M A 500/560, a=3.00 cm
Aa - g.zona - max Aa,g= -1.18 cm2/m Pogled: J užna kosina
Aa - d.zona [cm2/m]0.910.460.00
M erodavno opterecenje: 1.60xI+1.80xII+1.80xIII @1@PBAB 87, M B 30, M A 500/560, a=3.00 cm
Aa - d.zona - max Aa,d= 0.90 cm2/m Pogled: J užna kosina
Aa - d.zona [cm2/m]1.680.840.00
M erodavno opterecenje: 1.60xI+1.80xII+1.80xIII @1@PBAB 87, M B 30, M A 500/560, a=3.00 cm
Aa - d.zona - max Aa,d= 1.67 cm2/m Pogled: Sjeverna kosina
Aa - g.zona [cm2/m]0.00
-1.28-2.55
M erodavno opterecenje: 1.60xI+1.80xII+1.80xIII @1@PBAB 87, M B 30, M A 500/560, a=3.00 cm
Aa - g.zona - max Aa,g= -2.54 cm2/m Pogled: Sjeverna kosina
Q-221(α1=0°,α2=90°)
Q-221(α1=0°,α2=90°)
Aa - d.zona [cm2/m]2.661.330.00
Usvojena armatura @1@PBAB 87, M B 30, M A 500/560, a=3.00 cm
Aa - d.zona Nivo: Kota tavana [5.80 m]
Q-188(α1=0°,α2=90°)
Q-188(α1=0°,α2=90°)
Ø8/15(α=90°)
Ø8/15(α
=0°)
Ø8/15(α
=0°)
Aa - g.zona [cm2/m]0.00
-2.54-5.08
Usvojena armatura @1@PBAB 87, M B 30, M A 500/560, a=3.00 cm
Aa - g.zona Nivo: Kota tavana [5.80 m]
Q-295(α1=0°,α2=90°)
Aa - d.zona [cm2/m]0.910.460.00
Usvojena armatura @1@PBAB 87, M B 30, M A 500/560, a=3.00 cm
Aa - d.zona Pogled: J užna kosina
Q-188(α1=0°,α2=90°)
Ø8/15(α=0°)
Aa - g.zona [cm2/m]0.00
-0.59-1.18
Usvojena armatura @1@PBAB 87, M B 30, M A 500/560, a=3.00 cm
Aa - g.zona Pogled: J užna kosina
Page 8
Q-295(α
1=0°,α2=90°
)
Q-295(α
1=0°,α
2=90°)
Aa - d.zona [cm2/m]1.680.840.00
Usvojena armatura @1@PBAB 87, M B 30, M A 500/560, a=3.00 cm
Aa - d.zona Pogled: Sjeverna kosina
Q-188(α
1=0°,α2=90°
)
Q-188(α
1=0°,α
2=90°)
Aa - g.zona [cm2/m]0.00
-1.28-2.55
Usvojena armatura @1@PBAB 87, M B 30, M A 500/560, a=3.00 cm
Aa - g.zona Pogled: Sjeverna kosina
1
2
3
4
@1@PBAB 87, M B 30, M A 500/560, a=3.00 cm
Dispozicija ploca Nivo: Kota tavana [5.80 m]
Page 9
DIEMNZIONISANJE GREDA NA POZICIJI - POS 200
Nivo: Kota tavana [5.80 m]@1@PBAB 87d,pl=12.0 cmMB 30Gornja zona: MA 500/560 (a=3.0 cm)Donja zona: MA 500/560 (a=3.0 cm)Dimenzionisanje jednog slucajaopterecenja: 1.60xI+1.80xII+1.80xIII
Tacka 1X=5.06 m; Y=7.70 m; Z=5.80 mPravac 1: (α=0°)Mu = 11.40 kNmNu = 0.00 kNεb/εa = -1.486/10.000 ‰Ag1 = 0.00 cm2/mAd1 = 2.66 cm2/mUsvojeno (gornja zona):Q-188 Ø6/15 (1.88 cm2/m)Usvojeno (donja zona):Q-221 Ø6.5/15 (2.21 cm2/m)Procenat armiranja: 0.34%
Pravac 2: (α=90°)Mu = 0.69 kNmNu = 0.00 kNεb/εa = -0.302/10.000 ‰Ag2 = 0.00 cm2/mAd2 = 0.15 cm2/mUsvojeno (gornja zona):Q-188 Ø6/15 (1.88 cm2/m)Usvojeno (donja zona):Q-221 Ø6.5/15 (2.21 cm2/m)Procenat armiranja: 0.34%
Tacka 2X=2.50 m; Y=4.39 m; Z=5.80 mPravac 1: (α=0°)Mu = 1.90 kNmNu = 0.00 kNεb/εa = -0.519/10.000 ‰Ag1 = 0.00 cm2/mAd1 = 0.43 cm2/mUsvojeno (gornja zona):Q-188 Ø6/15 (1.88 cm2/m)Usvojeno (donja zona):Q-221 Ø6.5/15 (2.21 cm2/m)Procenat armiranja: 0.34%
Pravac 2: (α=90°)Mu = 7.64 kNmNu = 0.00 kNεb/εa = -1.149/10.000 ‰Ag2 = 0.00 cm2/mAd2 = 1.76 cm2/mUsvojeno (gornja zona):Q-188 Ø6/15 (1.88 cm2/m)Usvojeno (donja zona):Q-221 Ø6.5/15 (2.21 cm2/m)Procenat armiranja: 0.34%
Tacka 3X=3.00 m; Y=7.70 m; Z=5.80 mPravac 1: (α=0°)Mu = -21.18 kNmNu = 0.00 kNεb/εa = -2.377/10.000 ‰Ag1 = 5.08 cm2/mAd1 = 0.00 cm2/mUsvojeno (gornja zona):Ø8/15 (3.35 cm2/m)Q-188 Ø6/15 (1.88 cm2/m)Usvojeno (donja zona):Q-221 Ø6.5/15 (2.21 cm2/m)Procenat armiranja: 0.62%
Pravac 2: (α=90°)Mu = -2.79 kNmNu = 0.00 kNεb/εa = -0.641/10.000 ‰Ag2 = 0.63 cm2/mAd2 = 0.00 cm2/mUsvojeno (gornja zona):Q-188 Ø6/15 (1.88 cm2/m)Usvojeno (donja zona):Q-221 Ø6.5/15 (2.21 cm2/m)Procenat armiranja: 0.34%
Tacka 4X=5.78 m; Y=5.60 m; Z=5.80 mPravac 1: (α=0°)Mu = -5.39 kNmNu = 0.00 kNεb/εa = -0.931/10.000 ‰Ag1 = 1.23 cm2/mAd1 = 0.00 cm2/mUsvojeno (gornja zona):Q-188 Ø6/15 (1.88 cm2/m)Usvojeno (donja zona):Q-221 Ø6.5/15 (2.21 cm2/m)Procenat armiranja: 0.34%
Pravac 2: (α=90°)Mu = -21.06 kNmNu = 0.00 kNεb/εa = -2.365/10.000 ‰Ag2 = 5.05 cm2/mAd2 = 0.00 cm2/mUsvojeno (gornja zona):Ø8/15 (3.35 cm2/m)Q-188 Ø6/15 (1.88 cm2/m)Usvojeno (donja zona):Q-221 Ø6.5/15 (2.21 cm2/m)Procenat armiranja: 0.62%
25.34
23.99
-7.20
33.44
-26.46
28.65
-26.18
-15.21 -9.81 -20.8
3
22.56
11.66
15.93
-23.5
3
-16.10
19.86
-13.17
1.06 -0.83
0.86 0.30
-0.87 1.78
-0.63
0.
07 -0
.11
0.23
-1.87
-4.14
-2.21
1.
27 -4
.03
1.81 -10.43
-2.47
4.91
1.68 -0.63
0.72 -1.30
1.18 1.18 -0.07 0.52 -0.27
Opt. 5: 1.6xI+1.8xII+1.8xIII
Uticaji u gredi: max M 3= 33.44 / min M 3= -26.46 kNm Nivo: Kota tavana [5.80 m]
-23.8
6
23.86
-24.1
6
12.97
-2
8.82
39.11 36.86 24.19 24.33
17.43
-27.61
5.10
-23.32
-57.1
8
23.68
-32.7
8
35.90
49.99
-48.8
1
-21.9
5
50.08
-37.06
35.59 -8.83
4.64
-0.66 1.02 -1.22 0.46
-2.73
4.50 -0.30 1.39 -1.26 0.43 -2.08 -0.91 0.83 -0.48 1.26 -0.88 1.03 -1.49 0.42 -8.56
-3.03
0.10
-0
.49
-0.48
0.02
-0
.23 4.
40
9.03
-1
7.43
-7.19
4.71
20.18
5.95 2.90
-0.65 1.09 -9.35
7.54 -0.49 1.43 -1.35 0.56 -1.85
5.10 -3.70
4.40
Opt. 5: 1.6xI+1.8xII+1.8xIII
Uticaji u gredi: max T2= 50.08 / min T2= -57.18 kN Nivo: Kota tavana [5.80 m]
0.52
2.26 2.26
1.03 0.58
1.65
1.86
1.40
0.95
0.29
0.47
2.
01
2.04
2.85 2.47 2.32 1.80
1.92
0.77
1.29
1.51
0.18
M erodavno opterecenje: 1.60xI+1.80xII+1.80xIII @1@PBAB 87, M B 30, M A 500/560
Armatura u gredama: max Aa2/Aa1= 2.85 cm2 Nivo: Kota tavana [5.80 m]
2Ø14(4.30m)
2Ø14(4.30m)
2Ø14(5.27m)
3Ø14(5.27m)
2Ø14
(6.35
m)
2Ø14
(6.35
m)
2Ø14
(6.35
m)
2Ø14
(6.35
m)
2Ø14(10.55m)
2Ø14(10.55m)
2Ø12(1.93m)
2Ø14
(3.15
m)
2Ø12(1.93m)2Ø14
(3.15
m)
Usvojena armatura @1@PBAB 87, M B 30, M A 500/560
Armatura u gredama: Aa2/Aa1 Nivo: Kota tavana [5.80 m]
Page 10
Ø8/20(N=21)(m=2)
Ø8/20(N=26)(m=2)
Ø8/
20(N
=32)
(m=2
)
Ø8/
20(N
=32)
(m=2
)
Ø8/20(N=53)(m=2)
Ø8/20(N=10)(m=2)
Ø8/
20(N
=16)
(m=2
)
Usvojena armatura @1@PBAB 87, M B 30, M A 500/560
Armatura u gredama: Aa,uz Nivo: Kota tavana [5.80 m]
11132 11964
111288488
11151
11744
9134
10349
103247770 11481953783465621
7498
2567
7124
3270 6128
11615
6735
11886
10081
11
223 3
4 4
55
66
77
88
99
1010
111112 12
13 13
14 1415 15
16161717
1818
1919
2020
M erodavno opterecenje: 1.60xI+1.80xII+1.80xIII @1@PBAB 87, M B 30, M A 500/560
Dispozicija greda Nivo: Kota tavana [5.80 m]
Greda 6128-7498@1@PBAB 87MB 30MA 500/560Dimenzionisanje jednog slucajaopterecenja: 1.60xI+1.80xII+1.80xIII
Presek 1-1 x = 0.72m
Ø 8/20(m=2)
2Ø 12
2Ø 12
25
20
[cm]3
2
N1u = 1.23 kNT2u = -0.56 kNT3u = 1.04 kNM3u = 1.27 kNm
εb/εa = -0.460/10.000 ‰Aa1 = 0.18 cm2Aa2 = 0.00 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.00 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/20(m=2) = 2.51 cm2/m]
τy = 0.02MPa < τr , τr = 1.10MPaτz = 0.03MPa < τr , τr = 1.10MPaProcenat armiranja: 0.90%
Presek 2-2 x = 1.93m
Ø 8/20(m=2)
2Ø 12
2Ø 12
25
20
[cm]3
2
N1u = -3.75 kNT2u = 2.34 kNT3u = -1.04 kNM1u = -0.03 kNmM3u = -4.03 kNm
εb/εa = -0.931/10.000 ‰Aa1 = 0.00 cm2Aa2 = 0.47 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.00 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/20(m=2) = 2.51 cm2/m]
τy = 0.10MPa < τr , τr = 1.10MPaτz = 0.06MPa < τr , τr = 1.10MPaProcenat armiranja: 0.90%
Page 11
Greda 7498-9537@1@PBAB 87MB 30MA 500/560Dimenzionisanje jednog slucajaopterecenja: 1.60xI+1.80xII+1.80xIII
Presek 3-3 x = 0.00m
Ø8/20(m=2)
2Ø14
2Ø14
25
30
[cm]3
2
N1u = 10.39 kNT2u = -37.06 kNT3u = 1.36 kNM1u = 0.09 kNmM3u = -16.10 kNm
εb/εa = -1.105/10.000 ‰Aa1 = 0.00 cm2Aa2 = 1.40 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.00 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/20(m=2) = 2.51 cm2/m]
τy = 0.67MPa < τr , τr = 1.10MPaτz = 0.06MPa < τr , τr = 1.10MPaProcenat armiranja: 0.82%
Presek 4-4 x = 1.69m
Ø8/20(m=2)
2Ø14
2Ø14
25
30
[cm]3
2
N1u = -6.70 kNT2u = -1.23 kNT3u = 2.12 kNM1u = -0.06 kNmM3u = 19.81 kNm
εb/εa = -1.346/10.000 ‰Aa1 = 1.51 cm2Aa2 = 0.00 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.00 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/20(m=2) = 2.51 cm2/m]
τy = 0.05MPa < τr , τr = 1.10MPaτz = 0.06MPa < τr , τr = 1.10MPaProcenat armiranja: 0.82%
Page 12
Greda 5621-7770@1@PBAB 87MB 30MA 500/560Dimenzionisanje jednog slucajaopterecenja: 1.60xI+1.80xII+1.80xIII
Presek 5-5 x = 1.25m
Ø8/20(m=2)
2Ø14
2Ø14
25
30
[cm]3
2
N1u = 2.02 kNT2u = 2.40 kNT3u = 1.18 kNM3u = 15.92 kNm
εb/εa = -1.137/10.000 ‰Aa1 = 1.29 cm2Aa2 = 0.00 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.00 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/20(m=2) = 2.51 cm2/m]
τy = 0.04MPa < τr , τr = 1.10MPaτz = 0.02MPa < τr , τr = 1.10MPaProcenat armiranja: 0.82%
Presek 6-6 x = 3.00m
Ø8/20(m=2)
2Ø14
2Ø14
25
30
[cm]3
2
N1u = -3.79 kNT2u = 50.08 kNT3u = 1.06 kNM1u = -0.16 kNmM3u = -23.53 kNm
εb/εa = -1.490/10.000 ‰Aa1 = 0.00 cm2Aa2 = 1.86 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.00 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/20(m=2) = 2.51 cm2/m]
τy = 0.93MPa < τr , τr = 1.10MPaτz = 0.09MPa < τr , τr = 1.10MPaProcenat armiranja: 0.82%
Page 13
Greda 7770-8346@1@PBAB 87MB 30MA 500/560Dimenzionisanje jednog slucajaopterecenja: 1.60xI+1.80xII+1.80xIII
Presek 6-6 x = 0.00m
Ø8/20(m=2)
2Ø14
2Ø14
25
30
[cm]3
2
N1u = -5.91 kNT2u = -48.81 kNT3u = -2.67 kNM1u = 0.08 kNmM3u = -23.43 kNm
εb/εa = -1.494/10.000 ‰Aa1 = 0.00 cm2Aa2 = 1.82 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.00 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/20(m=2) = 2.51 cm2/m]
τy = 0.87MPa < τr , τr = 1.10MPaτz = 0.08MPa < τr , τr = 1.10MPaProcenat armiranja: 0.82%
Presek 7-7 x = 0.85m
Ø8/20(m=2)
2Ø14
2Ø14
25
30
[cm]3
2
N1u = -10.39 kNT2u = -21.79 kNT3u = -1.53 kNM1u = -0.02 kNmM3u = 6.05 kNm
εb/εa = -0.720/10.000 ‰Aa1 = 0.36 cm2Aa2 = 0.00 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.00 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/20(m=2) = 2.51 cm2/m]
τy = 0.38MPa < τr , τr = 1.10MPaτz = 0.03MPa < τr , τr = 1.10MPaProcenat armiranja: 0.82%
Greda 8346-9537@1@PBAB 87MB 30MA 500/560Dimenzionisanje jednog slucajaopterecenja: 1.60xI+1.80xII+1.80xIII
Presek 8-8 x = 0.48m
Ø8/20(m=2)
2Ø14
2Ø14
25
30
[cm]3
2
N1u = -13.97 kNT2u = -7.13 kNT3u = -1.57 kNM1u = -0.03 kNmM3u = 11.60 kNm
εb/εa = -1.021/10.000 ‰Aa1 = 0.77 cm2Aa2 = 0.00 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.00 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/20(m=2) = 2.51 cm2/m]
τy = 0.14MPa < τr , τr = 1.10MPaτz = 0.04MPa < τr , τr = 1.10MPaProcenat armiranja: 0.82%
Presek 9-9 x = 1.93m
Ø8/20(m=2)
2Ø14
2Ø14
25
30
[cm]3
2
N1u = -16.39 kNT2u = 49.99 kNT3u = -1.80 kNM1u = 0.20 kNmM3u = -19.34 kNm
εb/εa = -1.371/10.000 ‰Aa1 = 0.00 cm2Aa2 = 1.37 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.00 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/20(m=2) = 2.51 cm2/m]
τy = 0.95MPa < τr , τr = 1.10MPaτz = 0.12MPa < τr , τr = 1.10MPaProcenat armiranja: 0.82%
Page 14
Greda 9537-10324@1@PBAB 87MB 30MA 500/560Dimenzionisanje jednog slucajaopterecenja: 1.60xI+1.80xII+1.80xIII
Presek 10-10 x = 1.52m
Ø8/20(m=2)
2Ø14
2Ø14
25
30
[cm]3
2
N1u = -4.23 kNT2u = 35.90 kNT3u = 1.49 kNM1u = -0.12 kNmM3u = -20.82 kNm
εb/εa = -1.377/10.000 ‰Aa1 = 0.00 cm2Aa2 = 1.63 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.00 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/20(m=2) = 2.51 cm2/m]
τy = 0.67MPa < τr , τr = 1.10MPaτz = 0.08MPa < τr , τr = 1.10MPaProcenat armiranja: 0.82%
Greda 10324-11481@1@PBAB 87MB 30MA 500/560Dimenzionisanje jednog slucajaopterecenja: 1.60xI+1.80xII+1.80xIII
Presek 10-10 x = 0.00m
Ø8/20(m=2)
2Ø14
2Ø14
25
30
[cm]3
2
N1u = -2.43 kNT2u = -57.18 kNT3u = -1.91 kNM1u = 0.21 kNmM3u = -20.83 kNm
εb/εa = -1.370/10.000 ‰Aa1 = 0.00 cm2Aa2 = 1.65 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.00 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/20(m=2) = 2.51 cm2/m]
τy = 1.07MPa < τr , τr = 1.10MPaτz = 0.13MPa < τr , τr = 1.10MPaProcenat armiranja: 0.82%
Presek 11-11 x = 1.75m
Ø8/20(m=2)
2Ø14
2Ø14
25
30
[cm]3
2
N1u = 9.83 kNT2u = 2.36 kNT3u = -0.41 kNM3u = 22.56 kNm
εb/εa = -1.386/10.000 ‰Aa1 = 1.92 cm2Aa2 = 0.00 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.00 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/20(m=2) = 2.51 cm2/m]
τy = 0.04MPa < τr , τr = 1.10MPaProcenat armiranja: 0.82%
Page 15
Greda 7770-9134@1@PBAB 87MB 30MA 500/560Dimenzionisanje jednog slucajaopterecenja: 1.60xI+1.80xII+1.80xIII
Presek 12-12 x = 0.25m
Ø8/20(m=2)
2Ø14
2Ø14
25
30
[cm]3
2
N1u = -17.43 kNT2u = 5.10 kNT3u = 1.58 kNM1u = 0.05 kNmM3u = -9.81 kNm
εb/εa = -0.953/10.000 ‰Aa1 = 0.00 cm2Aa2 = 0.58 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.00 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/20(m=2) = 2.51 cm2/m]
τy = 0.11MPa < τr , τr = 1.10MPaτz = 0.05MPa < τr , τr = 1.10MPaProcenat armiranja: 0.82%
Presek 13-13 x = 2.10m
Ø8/20(m=2)
2Ø14
2Ø14
25
30
[cm]3
2
N1u = -33.65 kNT2u = -14.18 kNT3u = 8.45 kNM1u = -0.04 kNmM3u = 26.76 kNm
εb/εa = -1.759/10.000 ‰Aa1 = 1.80 cm2Aa2 = 0.00 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.00 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/20(m=2) = 2.51 cm2/m]
τy = 0.26MPa < τr , τr = 1.10MPaτz = 0.16MPa < τr , τr = 1.10MPaProcenat armiranja: 0.82%
Greda 10324-11151@1@PBAB 87MB 30MA 500/560Dimenzionisanje jednog slucajaopterecenja: 1.60xI+1.80xII+1.80xIII
Presek 14-14 x = 0.25m
Ø8/20(m=2)
2Ø14
2Ø14
25
30
[cm]3
2
N1u = -16.64 kNT2u = 17.43 kNT3u = -0.53 kNM1u = -0.05 kNmM3u = -15.21 kNm
εb/εa = -1.196/10.000 ‰Aa1 = 0.00 cm2Aa2 = 1.03 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.00 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/20(m=2) = 2.51 cm2/m]
τy = 0.32MPa < τr , τr = 1.10MPaτz = 0.03MPa < τr , τr = 1.10MPaProcenat armiranja: 0.82%
Presek 15-15 x = 2.10m
Ø8/20(m=2)
2Ø14
2Ø14
25
30
[cm]3
2
N1u = -22.55 kNT2u = -24.31 kNT3u = -6.29 kNM3u = 31.39 kNm
εb/εa = -1.903/10.000 ‰Aa1 = 2.32 cm2Aa2 = 0.00 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.00 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/20(m=2) = 2.51 cm2/m]
τy = 0.42MPa < τr , τr = 1.10MPaτz = 0.11MPa < τr , τr = 1.10MPaProcenat armiranja: 0.82%
Page 16
Greda 11964-11744@1@PBAB 87MB 30MA 500/560Dimenzionisanje jednog slucajaopterecenja: 1.60xI+1.80xII+1.80xIII
Presek 16-16 x = 2.00m
Ø8/20(m=2)
2Ø14
2Ø14
25
30
[cm]3
2
N1u = -0.42 kNT2u = 24.33 kNT3u = -0.17 kNM3u = -26.46 kNm
εb/εa = -1.596/10.000 ‰Aa1 = 0.00 cm2Aa2 = 2.14 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.00 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/20(m=2) = 2.51 cm2/m]
τy = 0.42MPa < τr , τr = 1.10MPaProcenat armiranja: 0.82%
Greda 11132-10349@1@PBAB 87MB 30MA 500/560Dimenzionisanje jednog slucajaopterecenja: 1.60xI+1.80xII+1.80xIII
Presek 17-17 x = 2.00m
Ø8/20(m=2)
2Ø14
2Ø14
25
30
[cm]3
2
N1u = -0.01 kNT2u = 24.19 kNT3u = 0.91 kNM3u = -26.18 kNm
εb/εa = -1.581/10.000 ‰Aa1 = 0.00 cm2Aa2 = 2.12 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.00 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/20(m=2) = 2.51 cm2/m]
τy = 0.41MPa < τr , τr = 1.10MPaτz = 0.01MPa < τr , τr = 1.10MPaProcenat armiranja: 0.82%
Page 17
Greda 9134-10349@1@PBAB 87MB 30MA 500/560Dimenzionisanje jednog slucajaopterecenja: 1.60xI+1.80xII+1.80xIII
Presek 13-13 x = 0.00m
Ø8/20(m=2)
2Ø14
2Ø14
25
30
[cm]3
2
N1u = 13.10 kNT2u = 11.88 kNT3u = -1.92 kNM3u = 28.65 kNm
εb/εa = -1.625/10.000 ‰Aa1 = 2.47 cm2Aa2 = 0.00 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.00 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/20(m=2) = 2.51 cm2/m]
τy = 0.20MPa < τr , τr = 1.10MPaτz = 0.03MPa < τr , τr = 1.10MPaProcenat armiranja: 0.82%
Presek 17-17 x = 2.25m
Ø8/20(m=2)
2Ø14
2Ø14
25
30
[cm]3
2
N1u = 13.10 kNT2u = 36.86 kNT3u = -1.92 kNM3u = -26.18 kNm
εb/εa = -1.522/10.000 ‰Aa1 = 0.00 cm2Aa2 = 2.26 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.00 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/20(m=2) = 2.51 cm2/m]
τy = 0.63MPa < τr , τr = 1.10MPaτz = 0.03MPa < τr , τr = 1.10MPaProcenat armiranja: 0.82%
Greda 11151-11744@1@PBAB 87MB 30MA 500/560Dimenzionisanje jednog slucajaopterecenja: 1.60xI+1.80xII+1.80xIII
Presek 15-15 x = 0.00m
Ø8/20(m=2)
2Ø14
2Ø14
25
30
[cm]3
2
N1u = 10.93 kNT2u = 14.14 kNT3u = 1.09 kNM3u = 33.44 kNm
εb/εa = -1.834/10.000 ‰Aa1 = 2.85 cm2Aa2 = 0.00 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.00 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/20(m=2) = 2.51 cm2/m]
τy = 0.24MPa < τr , τr = 1.10MPaτz = 0.02MPa < τr , τr = 1.10MPaProcenat armiranja: 0.82%
Presek 16-16 x = 2.25m
Ø8/20(m=2)
2Ø14
2Ø14
25
30
[cm]3
2
N1u = 10.93 kNT2u = 39.11 kNT3u = 1.09 kNM3u = -26.46 kNm
εb/εa = -1.544/10.000 ‰Aa1 = 0.00 cm2Aa2 = 2.26 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.00 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/20(m=2) = 2.51 cm2/m]
τy = 0.67MPa < τr , τr = 1.10MPaτz = 0.02MPa < τr , τr = 1.10MPaProcenat armiranja: 0.82%
Page 18
Greda 11128-8488@1@PBAB 87MB 30MA 500/560Dimenzionisanje jednog slucajaopterecenja: 1.60xI+1.80xII+1.80xIII
Presek 18-18 x = 2.00m
Ø8/20(m=2)
3Ø14
2Ø14
25
30
[cm]3
2
N1u = 9.31 kNT2u = 1.35 kNT3u = -0.97 kNM1u = -0.01 kNmM3u = 23.99 kNm
εb/εa = -1.449/10.000 ‰Aa1 = 2.04 cm2Aa2 = 0.00 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.00 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/20(m=2) = 2.51 cm2/m]
τy = 0.03MPa < τr , τr = 1.10MPaτz = 0.02MPa < τr , τr = 1.10MPaProcenat armiranja: 1.03%
Presek 19-19 x = 5.02m
Ø8/20(m=2)
3Ø14
2Ø14
25
30
[cm]3
2
N1u = -4.52 kNT2u = -28.82 kNT3u = -0.78 kNM1u = 0.03 kNmM3u = -7.20 kNm
εb/εa = -0.748/10.000 ‰Aa1 = 0.00 cm2Aa2 = 0.52 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.00 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/20(m=2) = 2.51 cm2/m]
τy = 0.50MPa < τr , τr = 1.10MPaτz = 0.02MPa < τr , τr = 1.10MPaProcenat armiranja: 1.03%
Greda 11132-11964@1@PBAB 87MB 30MA 500/560Dimenzionisanje jednog slucajaopterecenja: 1.60xI+1.80xII+1.80xIII
Presek 20-20 x = 2.15m
Ø8/20(m=2)
2Ø14
2Ø14
25
30
[cm]3
2
N1u = -3.27 kNM3u = 25.34 kNm
εb/εa = -1.561/10.000 ‰Aa1 = 2.01 cm2Aa2 = 0.00 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.00 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/20(m=2) = 2.51 cm2/m]
Procenat armiranja: 0.82%
Page 19
MEĐUSPRATNA TAVANICA - POS 100, 000DIMENZIONISANJE AB PLOČE NA POZICIJI - POS 100 i 000
12.82
10.31-43.49
0.00
0.00
0.00
-8.70
6.41
0.00
0.00 -8
.7 0-1
7.40
0.00
0.00
0.00
0.00
0.00 -8.70 -8.7
0 0.00
0.00
-8.70 0.0
0 0.00
0.00
6.41
-8.70 -8
.70
-17.4
0 0.00
0.00
Opt. 5: 1.6xI+1.8xII+1.8xIII
Uticaji u ploci: max M x= 12.82 / min M x= -43.49 kNm/m Nivo: Kota prizemlja [0.00 m]
8.18
6.20
6.23
-32.71
9.56
8.89
0.00
0.00
4.78
0.00
-6.54
0.00
4.78-6.54 0.00
-6.54
4.78
0.00 0.00
0.00
-6.54 -13.09-13.090.00
4.78
0.000.00-6.54 -6.540.00-19.63 0.00 -6.54
0.00 0.00 0.000.000.00
Opt. 5: 1.6xI+1.8xII+1.8xIII
Uticaji u ploci: max M y= 9.56 / min M y= -32.71 kNm/m Nivo: Kota prizemlja [0.00 m]
Aa - d.zona [cm2/m]3.001.500.00
M erodavno opterecenje: 1.60xI+1.80xII+1.80xIII @1@PBAB 87, M B 30, M A 500/560, a=3.00 cm
Aa - d.zona - max Aa,d= 3.00 cm2/m Nivo: Kota prizemlja [0.00 m]
Aa - g.zona [cm2/m]0.00
-4.55-9.09
M erodavno opterecenje: 1.60xI+1.80xII+1.80xIII @1@PBAB 87, M B 30, M A 500/560, a=3.00 cm
Aa - g.zona - max Aa,g= -9.09 cm2/m Nivo: Kota prizemlja [0.00 m]
Q-295(α1=0°,α2=90°)
Q-295(α1=0°,α2=90°)
Ø8/15
(α=0°)
Ø8/1
5(α=
0°)
Aa - d.zona [cm2/m]3.001.500.00
Usvojena armatura @1@PBAB 87, M B 30, M A 500/560, a=3.00 cm
Aa - d.zona Nivo: Kota prizemlja [0.00 m]
Q-188(α1=0°,α2=90°)
Q-188(α1=0°,α2=90°)
Ø8/15(α=90°)
Ø8/1
5(α=
0°) Ø8/15(α=0°)
Ø8/1
5(α=0
°)
Ø8/15(α
=90°)Ø8/15(α=90°)
Ø8/15(α=0°)Ø8/15(α
=90°)
Aa - g.zona [cm2/m]0.00
-4.55-9.09
Usvojena armatura @1@PBAB 87, M B 30, M A 500/560, a=3.00 cm
Aa - g.zona Nivo: Kota prizemlja [0.00 m]
Page 20
12
3
@1@PBAB 87, M B 30, M A 500/560, a=3.00 cm
Dispozicija ploca Nivo: Kota prizemlja [0.00 m]
Nivo: Kota prizemlja [0.00 m]@1@PBAB 87d,pl=12.0 cmMB 30Gornja zona: MA 500/560 (a=3.0 cm)Donja zona: MA 500/560 (a=3.0 cm)Dimenzionisanje jednog slucajaopterecenja: 1.60xI+1.80xII+1.80xIII
Tacka 1X=8.80 m; Y=1.71 m; Z=0.00 mPravac 1: (α=0°)Mu = 12.82 kNmNu = 0.00 kNεb/εa = -1.610/10.000 ‰Ag1 = 0.00 cm2/mAd1 = 3.00 cm2/mUsvojeno (gornja zona):Q-188 Ø6/15 (1.88 cm2/m)Usvojeno (donja zona):Ø8/15 (3.35 cm2/m)Q-295 Ø7.5/15 (2.95 cm2/m)Procenat armiranja: 0.68%
Pravac 2: (α=90°)Mu = 9.50 kNmNu = 0.00 kNεb/εa = -1.319/10.000 ‰Ag2 = 0.00 cm2/mAd2 = 2.20 cm2/mUsvojeno (gornja zona):Q-188 Ø6/15 (1.88 cm2/m)Usvojeno (donja zona):Q-295 Ø7.5/15 (2.95 cm2/m)Procenat armiranja: 0.40%
Tacka 2X=6.03 m; Y=2.21 m; Z=0.00 mPravac 1: (α=0°)Mu = -20.14 kNmNu = 0.00 kNεb/εa = -2.274/10.000 ‰Ag1 = 4.81 cm2/mAd1 = 0.00 cm2/mUsvojeno (gornja zona):Q-188 Ø6/15 (1.88 cm2/m)Ø8/15 (3.35 cm2/m)Usvojeno (donja zona):Q-295 Ø7.5/15 (2.95 cm2/m)Procenat armiranja: 0.68%
Pravac 2: (α=90°)Mu = -5.60 kNmNu = 0.00 kNεb/εa = -0.953/10.000 ‰Ag2 = 1.28 cm2/mAd2 = 0.00 cm2/mUsvojeno (gornja zona):Q-188 Ø6/15 (1.88 cm2/m)Usvojeno (donja zona):Q-295 Ø7.5/15 (2.95 cm2/m)Procenat armiranja: 0.40%
Tacka 3X=7.30 m; Y=5.60 m; Z=0.00 mPravac 1: (α=0°)Mu = -5.98 kNmNu = 0.00 kNεb/εa = -0.992/10.000 ‰Ag1 = 1.37 cm2/mAd1 = 0.00 cm2/mUsvojeno (gornja zona):Q-188 Ø6/15 (1.88 cm2/m)Ø8/15 (3.35 cm2/m)Usvojeno (donja zona):Q-295 Ø7.5/15 (2.95 cm2/m)Procenat armiranja: 0.68%
Pravac 2: (α=90°)Mu = -20.71 kNmNu = 0.00 kNεb/εa = -2.329/10.000 ‰Ag2 = 4.96 cm2/mAd2 = 0.00 cm2/mUsvojeno (gornja zona):Q-188 Ø6/15 (1.88 cm2/m)Ø8/15 (3.35 cm2/m)Usvojeno (donja zona):Q-295 Ø7.5/15 (2.95 cm2/m)Procenat armiranja: 0.68%
DIMENZIONISANJE GREDA NA POZICIJI - POS 100 i 000
Page 21
35.08
-10.7
9
-23.42
17.81
-15.06
2.56
-32.01
-25.6
1
36.22
-38.2
4
-37.89
9.00 -1.91
-10.4
8
22.88
-22.27
26.00
-44.96
-24.11
29.06
-51.51
-11.8
9 15
.90
-28.5
1
10.14
-28.3
1
19.84
-29.2
7
Opt. 5: 1.6xI+1.8xII+1.8xIII
Uticaji u gredi: max M 3= 36.22 / min M 3= -51.51 kNm Nivo: Kota prizemlja [0.00 m]
-30.6
5
20.47
-4
2.97
-59.56
29.00 -3.86
-10.11
39.30 -56.9
5
69.57
-71.13
22.27
20.04
-40.79
35.84 -2.96 5.75
-35.25
78.88
-37.31
111.59
-41.5
5
56.66
-4
9.24
44.07
-2
9.99
31.30
-6
5.28
71.08
Opt. 5: 1.6xI+1.8xII+1.8xIII
Uticaji u gredi: max T2= 111.59 / min T2= -71.13 kN Nivo: Kota prizemlja [0.00 m]
Page 22
0.85
1.91
1.24
2.63
2.16
3.23
3.08
1.84
3.73
2.00
4.36
0.97
2.33
1.36
2.32
2.42
2.87
1.48
0.17
3.01
0.70
1.79
2.13 2.40
1.29
0.83
1.60
M erodavno opterecenje: 1.60xI+1.80xII+1.80xIII @1@PBAB 87, M B 30, RA B500
Armatura u gredama: max Aa2/Aa1= 4.36 cm2 Nivo: Kota prizemlja [0.00 m]
2Ø14(5.27m)
4Ø14(5.27m)
2Ø14
(3.15
m)
2Ø14
(3.15
m)
2Ø14
(2.00
m)
3Ø14
(6.35
m)
2Ø14(4.20m)3Ø14(0.10m)
3Ø14(4.30m)
4Ø14
(0.2m
)2Ø
14(1
.90m
)
3Ø14
(6.35
m)
2Ø14
(2.45
m)
2Ø14
(2.45
m)
2Ø14
(4.25
m)
2Ø14(10.55m)
3Ø14(10.55m)
2Ø14
(4.22
m)
4Ø14
(0.13
m)
Usvojena armatura @1@PBAB 87, M B 30, RA B500
Armatura u gredama: Aa2/Aa1 Nivo: Kota prizemlja [0.00 m]
Ø8/20(N=26)(m=2)
Ø8/
20(N
=16 )
(m=2
)
Ø8/
20(N
=10)
(m=2
)
Ø8/20(N=21)(m=2)Ø
8/20
(N=3
2)(m
=2)
Ø8/
20(N
=12)
(m=2
)
Ø8/20(N=53)(m=2)Ø8/
20(N
=21)
(m=2
)Ø
8/10
(N=2
)(m=2
)
Usvojena armatura @1@PBAB 87, M B 30, RA B500
Armatura u gredama: Aa,uz Nivo: Kota prizemlja [0.00 m]
81444334
3253
5606
4555
148
6763
8150 10578
9587 11058
89159231
468513521776
534
939
2068
671135341702 11
22
3 34 4
5 56 6
7 78 8
9 9
1010
1111
1212
13 1314 14
1515
1616
Usvojena armatura @1@PBAB 87, M B 30, RA B500
Dispozicija greda Nivo: Kota prizemlja [0.00 m]
Greda 1702-8915@1@PBAB 87MB 30RA B500Dimenzionisanje jednog slucajaopterecenja: 1.60xI+1.80xII+1.80xIII
Presek 1-1 x = 8.80m
Ø8/20(m=2)
3Ø14
2Ø14
25
30
[cm]3
2
N1u = 0.68 kNT2u = -0.06 kNT3u = -0.16 kNM3u = 19.84 kNm
εb/εa = -1.314/10.000 ‰Aa1 = 1.60 cm2Aa2 = 0.00 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.00 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/20(m=2) = 2.51 cm2/m]
Procenat armiranja: 1.03%
Presek 2-2 x = 10.55m
Ø8/20(m=2)
3Ø14
2Ø14
25
30
[cm]3
2
N1u = 3.32 kNT2u = 71.08 kNT3u = 1.33 kNM1u = -0.14 kNmM3u = -29.27 kNm
εb/εa = -1.696/10.000 ‰Aa1 = 0.00 cm2Aa2 = 2.42 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.64 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/20(m=2) = 2.51 cm2/m]
τy = 1.28MPa < 3τr , τr = 1.10MPaτz = 0.08MPa < τr , τr = 1.10MPaProcenat armiranja: 1.03%
Page 23
Greda 3534-6763@1@PBAB 87MB 30RA B500Dimenzionisanje jednog slucajaopterecenja: 1.60xI+1.80xII+1.80xIII
Presek 3-3 x = 2.20m
Ø8/20(m=2)
3Ø14
2Ø14
25
30
[cm]3
2
N1u = 3.79 kNT2u = 2.55 kNT3u = -0.62 kNM1u = 0.03 kNmM3u = 29.05 kNm
εb/εa = -1.685/10.000 ‰Aa1 = 2.40 cm2Aa2 = 0.00 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.00 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/20(m=2) = 2.51 cm2/m]
τy = 0.06MPa < τr , τr = 1.10MPaτz = 0.02MPa < τr , τr = 1.10MPaProcenat armiranja: 1.03%
Presek 4-4 x = 4.35m
Ø8/10(m=2)
3Ø14
4Ø14
25
30
[cm]3
2
N1u = 2.75 kNT2u = 111.59 kNT3u = -2.00 kNM1u = -0.21 kNmM3u = -51.51 kNm
εb/εa = -2.717/10.000 ‰Aa1 = 0.00 cm2Aa2 = 4.36 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 3.26 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/10(m=2) = 5.03 cm2/m]
τy = 2.00MPa < 3τr , τr = 1.10MPaτz = 0.13MPa < τr , τr = 1.10MPaProcenat armiranja: 1.44%
Page 24
Greda 6711-9587@1@PBAB 87MB 30RA B500Dimenzionisanje jednog slucajaopterecenja: 1.60xI+1.80xII+1.80xIII
Presek 5-5 x = 2.20m
Ø8/20(m=2)
3Ø14
2Ø14
25
30
[cm]3
2
N1u = 1.99 kNT2u = -5.76 kNT3u = 0.26 kNM1u = -0.04 kNmM3u = 26.00 kNm
εb/εa = -1.566/10.000 ‰Aa1 = 2.13 cm2Aa2 = 0.00 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.00 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/20(m=2) = 2.51 cm2/m]
τy = 0.12MPa < τr , τr = 1.10MPaτz = 0.02MPa < τr , τr = 1.10MPaProcenat armiranja: 1.03%
Presek 6-6 x = 4.35m
Ø8/20(m=2)
3Ø14
4Ø14
25
30
[cm]3
2
N1u = -1.11 kNT2u = 78.88 kNT3u = -0.40 kNM1u = 0.17 kNmM3u = -44.96 kNm
εb/εa = -2.411/10.000 ‰Aa1 = 0.00 cm2Aa2 = 3.73 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 1.17 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/20(m=2) = 2.51 cm2/m]
τy = 1.43MPa < 3τr , τr = 1.10MPaτz = 0.09MPa < τr , τr = 1.10MPaProcenat armiranja: 1.44%
Page 25
Greda 939-2068@1@PBAB 87MB 30RA B500Dimenzionisanje jednog slucajaopterecenja: 1.60xI+1.80xII+1.80xIII
Presek 7-7 x = 0.00m
Ø8/20(m=2)
2Ø14
2Ø14
25
30
[cm]3
2
N1u = 0.61 kNT2u = -40.79 kNT3u = 0.10 kNM1u = -0.05 kNm
εb/εa = 10.000/10.000 ‰Aa1 = 0.01 cm2Aa2 = 0.01 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.00 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/20(m=2) = 2.51 cm2/m]
τy = 0.72MPa < τr , τr = 1.10MPaτz = 0.03MPa < τr , τr = 1.10MPaProcenat armiranja: 0.82%
Presek 8-8 x = 1.23m
Ø8/20(m=2)
2Ø14
2Ø14
25
30
[cm]3
2
N1u = -3.23 kNT2u = 3.46 kNT3u = -0.25 kNM3u = 22.70 kNm
εb/εa = -1.451/10.000 ‰Aa1 = 1.79 cm2Aa2 = 0.00 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.00 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/20(m=2) = 2.51 cm2/m]
τy = 0.06MPa < τr , τr = 1.10MPaProcenat armiranja: 0.82%
Page 26
Greda 9587-10578@1@PBAB 87MB 30RA B500Dimenzionisanje jednog slucajaopterecenja: 1.60xI+1.80xII+1.80xIII
Presek 6-6 x = 0.00m
Ø8/20(m=2)
3Ø14
4Ø14
25
30
[cm]3
2
N1u = -3.22 kNT2u = -71.13 kNT3u = 0.46 kNM1u = -0.16 kNmM3u = -37.89 kNm
εb/εa = -2.094/10.000 ‰Aa1 = 0.00 cm2Aa2 = 3.08 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.68 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/20(m=2) = 2.51 cm2/m]
τy = 1.29MPa < 3τr , τr = 1.10MPaτz = 0.08MPa < τr , τr = 1.10MPaProcenat armiranja: 1.44%
Presek 9-9 x = 1.25m
Ø8/20(m=2)
3Ø14
2Ø14
25
30
[cm]3
2
N1u = -0.76 kNT2u = 9.63 kNT3u = -0.15 kNM1u = 0.12 kNmM3u = 9.00 kNm
εb/εa = -0.823/10.000 ‰Aa1 = 0.70 cm2Aa2 = 0.00 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.00 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/20(m=2) = 2.51 cm2/m]
τy = 0.22MPa < τr , τr = 1.10MPaτz = 0.06MPa < τr , τr = 1.10MPaProcenat armiranja: 1.03%
Greda 10578-8150@1@PBAB 87MB 30RA B500Dimenzionisanje jednog slucajaopterecenja: 1.60xI+1.80xII+1.80xIII
Presek 10-10 x = 2.00m
Ø8/20(m=2)
3Ø14
2Ø14
25
30
[cm]3
2
N1u = 4.75 kNT2u = -4.15 kNT3u = -0.07 kNM3u = 36.11 kNm
εb/εa = -1.978/10.000 ‰Aa1 = 3.01 cm2Aa2 = 0.00 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.00 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/20(m=2) = 2.51 cm2/m]
τy = 0.07MPa < τr , τr = 1.10MPaProcenat armiranja: 1.03%
Presek 11-11 x = 4.30m
Ø8/20(m=2)
3Ø14
3Ø14
25
30
[cm]3
2
N1u = 7.79 kNT2u = 69.57 kNT3u = 0.61 kNM3u = -38.24 kNm
εb/εa = -2.056/10.000 ‰Aa1 = 0.00 cm2Aa2 = 3.23 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.34 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/20(m=2) = 2.51 cm2/m]
τy = 1.19MPa < 3τr , τr = 1.10MPaτz = 0.01MPa < τr , τr = 1.10MPaProcenat armiranja: 1.23%
Page 27
Greda 8150-6763@1@PBAB 87MB 30RA B500Dimenzionisanje jednog slucajaopterecenja: 1.60xI+1.80xII+1.80xIII
Presek 12-12 x = 0.50m
Ø8/20(m=2)
3Ø14
2Ø14
25
30
[cm]3
2
N1u = -1.71 kNT2u = 1.71 kNT3u = -0.27 kNM1u = 0.05 kNmM3u = 2.49 kNm
εb/εa = -0.419/10.000 ‰Aa1 = 0.17 cm2Aa2 = 0.00 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.00 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/20(m=2) = 2.51 cm2/m]
τy = 0.05MPa < τr , τr = 1.10MPaτz = 0.03MPa < τr , τr = 1.10MPaProcenat armiranja: 1.03%
Presek 4-4 x = 2.00m
Ø8/20(m=2)
3Ø14
2Ø14
25
30
[cm]3
2
N1u = 1.91 kNT2u = 26.86 kNT3u = 4.15 kNM1u = 0.06 kNmM3u = -32.01 kNm
εb/εa = -1.815/10.000 ‰Aa1 = 0.00 cm2Aa2 = 2.63 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.00 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/20(m=2) = 2.51 cm2/m]
τy = 0.48MPa < τr , τr = 1.10MPaτz = 0.09MPa < τr , τr = 1.10MPaProcenat armiranja: 1.03%
Greda 3253-5606@1@PBAB 87MB 30RA B500Dimenzionisanje jednog slucajaopterecenja: 1.60xI+1.80xII+1.80xIII
Presek 13-13 x = 0.00m
Ø8/20(m=2)
2Ø14
2Ø14
25
30
[cm]3
2
N1u = 1.73 kNT2u = -59.56 kNT3u = 0.49 kNM1u = 0.20 kNmM3u = -23.42 kNm
εb/εa = -1.460/10.000 ‰Aa1 = 0.00 cm2Aa2 = 1.91 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.00 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/20(m=2) = 2.51 cm2/m]
τy = 1.11MPa < 3τr , τr = 1.10MPaτz = 0.10MPa < τr , τr = 1.10MPaProcenat armiranja: 0.82%
Presek 14-14 x = 1.21m
Ø8/20(m=2)
2Ø14
2Ø14
25
30
[cm]3
2
N1u = 4.93 kNT2u = -13.70 kNT3u = -0.41 kNM1u = 0.02 kNmM3u = 17.81 kNm
εb/εa = -1.205/10.000 ‰Aa1 = 1.48 cm2Aa2 = 0.00 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.00 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/20(m=2) = 2.51 cm2/m]
τy = 0.24MPa < τr , τr = 1.10MPaτz = 0.01MPa < τr , τr = 1.10MPaProcenat armiranja: 0.82%
Page 28
Greda 8144-4334@1@PBAB 87MB 30RA B500Dimenzionisanje jednog slucajaopterecenja: 1.60xI+1.80xII+1.80xIII
Presek 15-15 x = 2.00m
Ø8/20(m=2)
4Ø14
2Ø14
25
30
[cm]3
2
N1u = -0.05 kNT2u = -2.86 kNT3u = -0.13 kNM1u = -0.05 kNmM3u = 35.07 kNm
εb/εa = -1.957/10.000 ‰Aa1 = 2.87 cm2Aa2 = 0.00 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.00 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/20(m=2) = 2.51 cm2/m]
τy = 0.07MPa < τr , τr = 1.10MPaτz = 0.02MPa < τr , τr = 1.10MPaProcenat armiranja: 1.23%
Presek 16-16 x = 5.02m
Ø8/20(m=2)
4Ø14
2Ø14
25
30
[cm]3
2
N1u = -0.26 kNT2u = -42.97 kNT3u = 0.15 kNM1u = 0.06 kNmM3u = -10.79 kNm
εb/εa = -0.911/10.000 ‰Aa1 = 0.00 cm2Aa2 = 0.85 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.00 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/20(m=2) = 2.51 cm2/m]
τy = 0.76MPa < τr , τr = 1.10MPaτz = 0.03MPa < τr , τr = 1.10MPaProcenat armiranja: 1.23%
Page 29
TEMELJNA KONSTRUKCIJA - POS TT
26.02
-2.24
108.75
-82.38
0.13
2.07
-94.7
3
38.14
-52.1
3
49.74
-95.4
1
48.47
2.35
-151.41
2.65
-156.97
154.59
-2.50
39.41
-26.66
0.91
0.29
-0.7
5
19.30
-4.24
151.77
-195
.98
5.95
-2
.44
3.95
-23.4
6
1.29
0.86
-26.75
8.01
38.56
0.61 -23.67
1.46
-6.86
0.14
0.11
-3.91
0.
99
-3.26
0.20
-2.80
9.58
-5.43
0.
81
-13.1
4
42.11
-29.9
6 5.
07
Opt. 5: 1.6xI+1.8xII+1.8xIII
Uticaji u gredi: max M 3= 154.59 / min M 3= -195.98 kNm Nivo: Kota suterena [-2.90 m]
-44.25
44.25 -60.73
182.07
-109.78
119.4
2
-143
.00
113.4
3
-122
.11
60.59
-51.8
4 14
2.84
-150
.06
151.66
-215.16
156.63
-222.68
-2.04 1.11
-27.26 59.63
-19.90 2.80
-1.83 1.67 -7.72
19.29
-43.22 5.91
-15.4
5
56.77
139.81
161.5
2
-168
.65
-142.91
-27.3
1 35
.64
-32.4
0 23.10
-39.81 79.25
53.19
-43.95 7.60
-11.28
11.62
-1.94 0.79
-11.25 9.44
-1
.02 2
.48
-2.24
1.26
-2
.51 0.
64
-2.57
0.58
-3
.03 1
.17
-2.53
0.97
-2
.34 1
.16
-2.15
1.35
-1
.80 1
.35
-2.08
1.77
-1
.81 1
.69
-1.76
1.74
-1
.78 1
.72
-1.96
1.58
-2
.39 1
.16
-3.33
0.22
-13.5
6 5.21
-9.51 7.80
-0
.80 2
.58
-3.26
0.12
-23.3
0 23
.28
-0.18
3.41
-0
.57 3
.02
-1.35
2.24
-2
.83 0
.77
-15.8
4 23
.87
-1.37
2.13
-45.9
9 97
.33
-58.9
5
Opt. 5: 1.6xI+1.8xII+1.8xIII
Uticaji u gredi: max T2= 182.07 / min T2= -222.68 kN Nivo: Kota suterena [-2.90 m]
KONTROLA NAPONA I SLIJEGANJA
150.07
118.9
1
117.9
2
124.8
8
136.16
137.2
1
155.28
155.2
8
153.90
151.2
1 14
3.28
131.2
0
129.02 131.58
Opt. 4: I+II+III
Uticaji u lin. osloncu: max σ,tla= 155.28 / min σ,tla= 109.49 kN/m2 Nivo: Kota suterena [-2.90 m]
-15.01
-11.8
9
-11.7
9
-12.4
9
-13.62
-13.7
2
-15.53
-15.5
3
-15.39
-15.1
2 -1
4.33
-13.1
2
-12.90 -13.16
Opt. 4: I+II+III
Uticaji u lin. osloncu: max s,tla= -10.95 / min s,tla= -15.53 m / 1000 Nivo: Kota suterena [-2.90 m]
Page 30
2.18
2.51
1.38
2.52
4.04 4.18
0.70
0.02
0.11
5.24
0.61
0.70
0.62
0.12
0.18 0.
10
0.10
0.09
0.07
0.14
0.
34
0.78
2.01
3.00
1.04
1.35
1.32
4.30
1.07
0.52
4.21
0.16
0.
11
0.04
0.22
1.05
0.02
0.04 0.
03 0.
26
1.15
M erodavno opterecenje: 1.60xI+1.80xII+1.80xIII @1@PBAB 87, M B 30, M A 500/560
Armatura u gredama: max Aa2/Aa1= 5.24 cm2 Nivo: Kota suterena [-2.90 m]
0.63 0.77
M erodavno opterecenje: 1.60xI+1.80xII+1.80xIII @1@PBAB 87, M B 30, M A 500/560
Armatura u gredama: max Aa,uz= 0.77 cm2 Nivo: Kota suterena [-2.90 m]
4Ø12
(0.57
m)
3Ø12(0.79m) 2Ø12(6.79m) 3Ø12(0.70m)
4Ø12
(2.33
m)
4Ø12
(2.40
m)
6Ø12(3.22m)
3Ø12
(2.45
m)
3Ø12
(2.45
m)
2Ø12
(6.5m
)2Ø
12(2
.93m
)2Ø
12(3
.00m
)
2Ø12(0.96m) 2Ø12(1.81m)
4Ø12(11.05m)2Ø12
(0.62
m)
2Ø12
(3.39
m)
2Ø12
(4.02
m)
4Ø12
(0.84
m)
2Ø12
(0.59
m)
2Ø12
(3.35
m)
2Ø12
(4.02
m)
4Ø12
(0.84
m)
2Ø12
(9.95
m)
2Ø10
+2Ø
12(9
.95m
)
2Ø12(3.00m)
2Ø10+2Ø12(3.00m)
2Ø12(5.78m)
2Ø10+2Ø12(5.78m)
2Ø12
(1.49
m)2Ø12(0.52m) 2Ø12(0.56m)
2Ø12(4.30m)
2Ø10+2Ø12(5.27m)
2Ø12
(1.49
m)
2Ø12(5.27m)
2Ø12(3.25m)
2Ø10+2Ø12(3.25m)
2Ø12
(4.35
m)
2Ø10
+2Ø
12(4
.35m
)
2Ø10+2Ø12(5.78m)
2Ø12(5.78m)
2Ø12
(6.50
m)
2Ø10
+2Ø
12(6
.50m
)
Usvojena armatura @1@PBAB 87, M B 30, M A 500/560
Armatura u gredama: Aa2/Aa1 Nivo: Kota suterena [-2.90 m]
Ø8/
20(N
=12)
(m=2
)
Ø8/
25(N
=26)
(m=2
)
Ø8/25(N=44)(m=2)Ø
8/25
(N=2
5)(m
=2)
Ø8/
25(N
=25)
(m=2
)
Ø8/
25(N
=40)
(m=2
)
Ø8/25(N=12)(m=2)
Ø8/25(N=23)(m=2)
Ø8/25(N=17)(m=2)
Ø8/25(N=21)(m=2)
Ø8/25(N=13)(m=2)
Ø8/
25(N
=17)
(m=2
)
Ø8/25(N=23)(m=2)
Ø8/
25(N
=26)
(m=2
)
Usvojena armatura @1@PBAB 87, M B 30, M A 500/560
Armatura u gredama: Aa,uz Nivo: Kota suterena [-2.90 m]
265
788
630
3437597 69581753
4637
4586
7732
1
2512
6098 9040
9773
7306
2617434
110 156511
22
33
44
5 5
66
77
8899
1010
11111212
1313
14141515
1616
1717
18 18
1919
2020
21 2122 22
23 2324 24
25 2526 26
2727
2828
29 2930 30
31 31
M erodavno opterecenje: 1.60xI+1.80xII+1.80xIII @1@PBAB 87, M B 30, M A 500/560
Dispozicija greda Nivo: Kota suterena [-2.90 m]
Page 31
Greda 110-1565@1@PBAB 87MB 30MA 500/560Dimenzionisanje jednog slucajaopterecenja: 1.60xI+1.80xII+1.80xIII
Presek 1-1 x = 3.85m
Ø8/25(m=2)
2Ø102Ø12
2Ø121Ø102Ø12
2Ø121Ø10
55
5025
80
[cm]3
2
N1u = -0.04 kNT2u = 88.33 kNM1u = 0.37 kNmM3u = 42.11 kNm
εb/εa = -0.592/10.000 ‰Aa1 = 1.15 cm2Aa2 = 0.00 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.00 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/25(m=2) = 2.01 cm2/m]
τy = 0.54MPa < τr , τr = 1.10MPaτz = 0.03MPa < τr , τr = 1.10MPaProcenat armiranja: 0.35%
Presek 2-2 x = 5.14m
Ø8/25(m=2)
2Ø102Ø12
2Ø121Ø102Ø12
2Ø121Ø10
55
50
25
80
[cm]3
2
T2u = 23.70 kNT3u = 0.01 kNM1u = 0.37 kNmM3u = -29.96 kNm
εb/εa = -0.313/10.000 ‰Aa1 = 0.00 cm2Aa2 = 0.78 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.00 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/25(m=2) = 2.01 cm2/m]
τy = 0.17MPa < τr , τr = 1.10MPaτz = 0.03MPa < τr , τr = 1.10MPaProcenat armiranja: 0.35%
Page 32
Greda 630-1@1@PBAB 87MB 30MA 500/560Dimenzionisanje jednog slucajaopterecenja: 1.60xI+1.80xII+1.80xIII
Presek 3-3 x = 1.93m
Ø8/25(m=2)
2Ø102Ø12
2Ø121Ø102Ø12
2Ø121Ø10
55
5025
80
[cm]3
2
N1u = 0.06 kNT2u = 19.68 kNM1u = 0.01 kNmM3u = 9.58 kNm
εb/εa = -0.268/10.000 ‰Aa1 = 0.26 cm2Aa2 = 0.00 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.00 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/25(m=2) = 2.01 cm2/m]
τy = 0.12MPa < τr , τr = 1.10MPaProcenat armiranja: 0.35%
Presek 4-4 x = 4.75m
Ø8/25(m=2)
2Ø102Ø12
2Ø121Ø102Ø12
2Ø121Ø10
55
50
25
80
[cm]3
2
N1u = -0.02 kNT2u = -2.83 kNM1u = -0.04 kNmM3u = -5.43 kNm
εb/εa = -0.131/10.000 ‰Aa1 = 0.00 cm2Aa2 = 0.14 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.00 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/25(m=2) = 2.01 cm2/m]
τy = 0.02MPa < τr , τr = 1.10MPaProcenat armiranja: 0.35%
Greda 434-630@1@PBAB 87MB 30MA 500/560Dimenzionisanje jednog slucajaopterecenja: 1.60xI+1.80xII+1.80xIII
Presek 5-5 x = 0.45m
Ø8/25(m=2)
2Ø12
2Ø121Ø102Ø12
2Ø121Ø10
55
50
25
80
[cm]3
2
N1u = -0.01 kNT2u = -7.29 kNM1u = 0.02 kNmM3u = -3.26 kNm
εb/εa = -0.101/10.000 ‰Aa1 = 0.00 cm2Aa2 = 0.09 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.00 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/25(m=2) = 2.01 cm2/m]
τy = 0.04MPa < τr , τr = 1.10MPaProcenat armiranja: 0.30%
Page 33
Greda 2617-434@1@PBAB 87MB 30MA 500/560Dimenzionisanje jednog slucajaopterecenja: 1.60xI+1.80xII+1.80xIII
Presek 6-6 x = 4.51m
Ø8/25(m=2)
2Ø102Ø12
2Ø121Ø102Ø12
2Ø121Ø10
55
5025
80
[cm]3
2
T2u = -5.16 kNT3u = -0.02 kNM1u = -0.03 kNmM3u = -3.91 kNm
εb/εa = -0.110/10.000 ‰Aa1 = 0.00 cm2Aa2 = 0.10 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.00 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/25(m=2) = 2.01 cm2/m]
τy = 0.03MPa < τr , τr = 1.10MPaProcenat armiranja: 0.35%
Presek 7-7 x = 5.27m
Ø8/25(m=2)
2Ø102Ø12
2Ø121Ø102Ø12
2Ø121Ø10
55
50
25
80
[cm]3
2
N1u = 0.08 kNT2u = -10.01 kNT3u = -0.27 kNM1u = 0.10 kNmM3u = 0.99 kNm
εb/εa = -0.083/10.000 ‰Aa1 = 0.03 cm2Aa2 = 0.00 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.00 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/25(m=2) = 2.01 cm2/m]
τy = 0.07MPa < τr , τr = 1.10MPaProcenat armiranja: 0.35%
Page 34
Greda 7306-2617@1@PBAB 87MB 30MA 500/560Dimenzionisanje jednog slucajaopterecenja: 1.60xI+1.80xII+1.80xIII
Presek 8-8 x = 0.90m
Ø8/25(m=2)
2Ø102Ø12
2Ø121Ø102Ø12
2Ø121Ø10
55
5025
80
[cm]3
2
N1u = -0.03 kNT2u = 4.27 kNM1u = 0.55 kNmM3u = -23.67 kNm
εb/εa = -0.277/10.000 ‰Aa1 = 0.00 cm2Aa2 = 0.62 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.00 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/25(m=2) = 2.01 cm2/m]
τy = 0.07MPa < τr , τr = 1.10MPaτz = 0.04MPa < τr , τr = 1.10MPaProcenat armiranja: 0.35%
Presek 9-9 x = 3.64m
Ø8/25(m=2)
2Ø102Ø12
2Ø121Ø102Ø12
2Ø121Ø10
5550
25
80
[cm]3
2
N1u = 0.06 kNT2u = -1.55 kNM1u = -0.01 kNmM3u = 1.46 kNm
εb/εa = -0.102/10.000 ‰Aa1 = 0.04 cm2Aa2 = 0.00 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.00 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/25(m=2) = 2.01 cm2/m]
Procenat armiranja: 0.35%
Greda 6958-7306@1@PBAB 87MB 30MA 500/560Dimenzionisanje jednog slucajaopterecenja: 1.60xI+1.80xII+1.80xIII
Presek 10-10 x = 0.00m
Ø8/25(m=2)
4Ø12
2Ø121Ø102Ø12
2Ø121Ø10
55
50
25
80
[cm]3
2
N1u = 0.01 kNT2u = 72.25 kNT3u = 0.01 kNM1u = -0.57 kNmM3u = 38.56 kNm
εb/εa = -0.563/10.000 ‰Aa1 = 1.05 cm2Aa2 = 0.00 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.00 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/25(m=2) = 2.01 cm2/m]
τy = 0.46MPa < τr , τr = 1.10MPaτz = 0.04MPa < τr , τr = 1.10MPaProcenat armiranja: 0.37%
Page 35
Greda 9773-6958@1@PBAB 87MB 30MA 500/560Dimenzionisanje jednog slucajaopterecenja: 1.60xI+1.80xII+1.80xIII
Presek 11-11 x = 2.87m
Ø8/25(m=2)
2Ø102Ø12
2Ø121Ø102Ø12
2Ø121Ø10
55
5025
80
[cm]3
2
N1u = -0.06 kNT2u = -8.05 kNM1u = -0.15 kNmM3u = -26.66 kNm
εb/εa = -0.296/10.000 ‰Aa1 = 0.00 cm2Aa2 = 0.70 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.00 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/25(m=2) = 2.01 cm2/m]
τy = 0.06MPa < τr , τr = 1.10MPaτz = 0.01MPa < τr , τr = 1.10MPaProcenat armiranja: 0.35%
Presek 12-12 x = 4.35m
Ø8/25(m=2)
2Ø102Ø12
2Ø121Ø102Ø12
2Ø121Ø10
5550
25
80
[cm]3
2
N1u = 0.08 kNT2u = -36.31 kNT3u = 0.02 kNM1u = -0.18 kNmM3u = 8.01 kNm
εb/εa = -0.244/10.000 ‰Aa1 = 0.22 cm2Aa2 = 0.00 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.00 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/25(m=2) = 2.01 cm2/m]
τy = 0.23MPa < τr , τr = 1.10MPaτz = 0.01MPa < τr , τr = 1.10MPaProcenat armiranja: 0.35%
Greda 7732-9773@1@PBAB 87MB 30MA 500/560Dimenzionisanje jednog slucajaopterecenja: 1.60xI+1.80xII+1.80xIII
Presek 13-13 x = 0.25m
Ø8/25(m=2)
2Ø102Ø12
2Ø121Ø102Ø12
2Ø121Ø10
55
50
25
80
[cm]3
2
N1u = 0.04 kNT2u = -23.81 kNM1u = 0.21 kNmM3u = 3.95 kNm
εb/εa = -0.170/10.000 ‰Aa1 = 0.11 cm2Aa2 = 0.00 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.00 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/25(m=2) = 2.01 cm2/m]
τy = 0.15MPa < τr , τr = 1.10MPaτz = 0.02MPa < τr , τr = 1.10MPaProcenat armiranja: 0.35%
Presek 14-14 x = 1.50m
Ø8/25(m=2)
2Ø102Ø12
2Ø121Ø102Ø12
2Ø121Ø10
55
50
2580
[cm]3
2
N1u = -0.08 kNT2u = 15.41 kNM1u = 0.20 kNmM3u = -23.22 kNm
εb/εa = -0.276/10.000 ‰Aa1 = 0.00 cm2Aa2 = 0.61 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.00 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/25(m=2) = 2.01 cm2/m]
τy = 0.10MPa < τr , τr = 1.10MPaτz = 0.01MPa < τr , τr = 1.10MPaProcenat armiranja: 0.35%
Greda 9040-7732@1@PBAB 87MB 30MA 500/560Dimenzionisanje jednog slucajaopterecenja: 1.60xI+1.80xII+1.80xIII
Presek 15-15 x = 2.00m
Ø8/25(m=2)
4Ø12
2Ø121Ø102Ø12
2Ø121Ø10
55
50
25
80
[cm]3
2
T2u = -133.57 kNM1u = 1.09 kNmM3u = 152.18 kNm
εb/εa = -1.248/10.000 ‰
Aa1 = 4.22 cm2Aa2 = 0.00 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.00 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/25(m=2) = 2.01 cm2/m]
τy = 0.86MPa < τr , τr = 1.10MPaτz = 0.08MPa < τr , τr = 1.10MPaProcenat armiranja: 0.37%
Page 36
Greda 6098-9040@1@PBAB 87MB 30MA 500/560Dimenzionisanje jednog slucajaopterecenja: 1.60xI+1.80xII+1.80xIII
Presek 16-16 x = 2.15m
Ø8/25(m=2)
2Ø12
6Ø121Ø102Ø12
2Ø121Ø10
55
50
25
80
[cm]3
2
T2u = 25.23 kNM1u = -0.08 kNmM3u = -195.98 kNm
εb/εa = -0.876/10.000 ‰Aa1 = 0.00 cm2Aa2 = 5.24 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.00 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/25(m=2) = 2.01 cm2/m]
τy = 0.15MPa < τr , τr = 1.10MPaProcenat armiranja: 0.43%
Presek 17-17 x = 4.30m
Ø8/25(m=2)
2Ø12
2Ø121Ø102Ø12
2Ø121Ø10
5550
25
80
[cm]3
2
T2u = -161.12 kNM1u = -0.08 kNmM3u = 5.95 kNm
εb/εa = -0.209/10.000 ‰Aa1 = 0.16 cm2Aa2 = 0.00 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.00 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/25(m=2) = 2.01 cm2/m]
τy = 0.95MPa < τr , τr = 1.10MPaProcenat armiranja: 0.30%
Greda 4637-6098@1@PBAB 87MB 30MA 500/560Dimenzionisanje jednog slucajaopterecenja: 1.60xI+1.80xII+1.80xIII
Presek 18-18 x = 0.00m
Ø8/25(m=2)
4Ø12
2Ø121Ø102Ø12
2Ø121Ø10
55
50
25
80
[cm]3
2
T2u = 130.47 kNM1u = -0.29 kNmM3u = 151.77 kNm
εb/εa = -1.246/10.000 ‰Aa1 = 4.21 cm2Aa2 = 0.00 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.00 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/25(m=2) = 2.01 cm2/m]
τy = 0.78MPa < τr , τr = 1.10MPaτz = 0.02MPa < τr , τr = 1.10MPaProcenat armiranja: 0.37%
Greda 2512-4637@1@PBAB 87MB 30MA 500/560Dimenzionisanje jednog slucajaopterecenja: 1.60xI+1.80xII+1.80xIII
Presek 19-19 x = 2.00m
Ø8/25(m=2)
2Ø102Ø12
2Ø121Ø102Ø12
2Ø121Ø10
55
50
25
80
[cm]3
2
N1u = 0.03 kNT2u = 1.16 kNM1u = -0.13 kNmM3u = 19.20 kNm
εb/εa = -0.387/10.000 ‰Aa1 = 0.52 cm2Aa2 = 0.00 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.00 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/25(m=2) = 2.01 cm2/m]
τy = 0.02MPa < τr , τr = 1.10MPaProcenat armiranja: 0.35%
Presek 20-20 x = 3.00m
Ø8/25(m=2)
2Ø102Ø12
2Ø121Ø102Ø12
2Ø121Ø10
55
50
25
80
[cm]3
2
N1u = -0.02 kNT2u = 56.77 kNM1u = -0.13 kNmM3u = -4.24 kNm
εb/εa = -0.114/10.000 ‰Aa1 = 0.00 cm2Aa2 = 0.11 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.00 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/25(m=2) = 2.01 cm2/m]
τy = 0.34MPa < τr , τr = 1.10MPaProcenat armiranja: 0.35%
Page 37
Greda 1-2512@1@PBAB 87MB 30MA 500/560Dimenzionisanje jednog slucajaopterecenja: 1.60xI+1.80xII+1.80xIII
Presek 21-21 x = 2.45m
Ø8/25(m=2)
2Ø102Ø12
2Ø121Ø102Ø12
2Ø121Ø10
55
5025
80
[cm]3
2
N1u = -0.13 kNT2u = 56.24 kNT3u = -0.08 kNM1u = -0.30 kNmM3u = 39.41 kNm
εb/εa = -0.570/10.000 ‰Aa1 = 1.07 cm2Aa2 = 0.00 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.00 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/25(m=2) = 2.01 cm2/m]
τy = 0.35MPa < τr , τr = 1.10MPaτz = 0.02MPa < τr , τr = 1.10MPaProcenat armiranja: 0.35%
Presek 22-22 x = 4.39m
Ø8/25(m=2)
2Ø102Ø12
2Ø121Ø102Ø12
2Ø121Ø10
55
50
25
80
[cm]3
2
N1u = -0.08 kNT2u = 11.42 kNM1u = -0.31 kNmM3u = -26.66 kNm
εb/εa = -0.296/10.000 ‰Aa1 = 0.00 cm2Aa2 = 0.70 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.00 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/25(m=2) = 2.01 cm2/m]
τy = 0.09MPa < τr , τr = 1.10MPaτz = 0.02MPa < τr , τr = 1.10MPaProcenat armiranja: 0.35%
Greda 4586-7732@1@PBAB 87MB 30MA 500/560Dimenzionisanje jednog slucajaopterecenja: 1.60xI+1.80xII+1.80xIII
Presek 23-23 x = 1.63m
Ø8/25(m=2)
2Ø12
4Ø121Ø102Ø12
2Ø121Ø10
55
50
25
80
[cm]3
2
T2u = 47.08 kNM1u = 0.04 kNmM3u = -156.97 kNm
εb/εa = -0.772/10.000 ‰Aa1 = 0.00 cm2Aa2 = 4.18 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.00 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/25(m=2) = 2.01 cm2/m]
τy = 0.28MPa < τr , τr = 1.10MPaProcenat armiranja: 0.37%
Presek 24-24 x = 3.81m
Ø8/25(m=2)
2Ø12
2Ø121Ø102Ø12
2Ø121Ø10
55
50
25
80
[cm]3
2
T2u = -222.68 kNT3u = -0.01 kNM1u = 0.04 kNmM3u = 35.58 kNm
εb/εa = -0.540/10.000 ‰Aa1 = 0.97 cm2Aa2 = 0.00 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.77 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/25(m=2) = 2.01 cm2/m]
τy = 1.31MPa < 3τr , τr = 1.10MPaProcenat armiranja: 0.30%
Presek 15-15 x = 4.35m
Ø8/25(m=2)
4Ø12
2Ø121Ø102Ø12
2Ø121Ø10
55
50
25
80
[cm]3
2
T2u = -215.07 kNT3u = -0.01 kNM1u = 0.04 kNmM3u = 154.59 kNm
εb/εa = -1.261/10.000 ‰Aa1 = 4.30 cm2Aa2 = 0.00 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.60 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/25(m=2) = 2.01 cm2/m]
τy = 1.26MPa < 3τr , τr = 1.10MPaProcenat armiranja: 0.37%
Page 38
Greda 1753-4637@1@PBAB 87MB 30MA 500/560Dimenzionisanje jednog slucajaopterecenja: 1.60xI+1.80xII+1.80xIII
Presek 25-25 x = 1.63m
Ø8/25(m=2)
2Ø12
4Ø121Ø102Ø12
2Ø121Ø10
55
50
25
80
[cm]3
2
T2u = 44.92 kNM1u = -0.13 kNmM3u = -151.41 kNm
εb/εa = -0.756/10.000 ‰Aa1 = 0.00 cm2Aa2 = 4.04 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.00 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/25(m=2) = 2.01 cm2/m]
τy = 0.27MPa < τr , τr = 1.10MPaProcenat armiranja: 0.37%
Presek 26-26 x = 3.81m
Ø8/25(m=2)
2Ø12
2Ø121Ø102Ø12
2Ø121Ø10
55
50
25
80
[cm]3
2
T2u = -215.16 kNT3u = 0.02 kNM1u = -0.13 kNmM3u = 36.19 kNm
εb/εa = -0.545/10.000 ‰Aa1 = 0.98 cm2Aa2 = 0.00 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.63 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/25(m=2) = 2.01 cm2/m]
τy = 1.27MPa < 3τr , τr = 1.10MPaProcenat armiranja: 0.30%
Presek 18-18 x = 4.35m
Ø8/25(m=2)
4Ø12
2Ø121Ø102Ø12
2Ø121Ø10
55
50
25
80
[cm]3
2
T2u = -207.55 kNT3u = 0.02 kNM1u = -0.13 kNmM3u = 151.11 kNm
εb/εa = -1.242/10.000 ‰Aa1 = 4.19 cm2Aa2 = 0.00 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.46 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/25(m=2) = 2.01 cm2/m]
τy = 1.22MPa < 3τr , τr = 1.10MPaProcenat armiranja: 0.37%
Greda 597-6958@1@PBAB 87MB 30MA 500/560Dimenzionisanje jednog slucajaopterecenja: 1.60xI+1.80xII+1.80xIII
Presek 27-27 x = 5.78m
Ø8/25(m=2)
4Ø12
2Ø121Ø102Ø12
2Ø121Ø10
55
50
25
80
[cm]3
2
T2u = -114.33 kNM1u = -0.48 kNmM3u = 49.74 kNm
εb/εa = -0.649/10.000 ‰Aa1 = 1.35 cm2Aa2 = 0.00 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.00 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/25(m=2) = 2.01 cm2/m]
τy = 0.70MPa < τr , τr = 1.10MPaτz = 0.04MPa < τr , τr = 1.10MPaProcenat armiranja: 0.37%
Presek 28-28 x = 8.93m
Ø8/25(m=2)
4Ø12
3Ø121Ø102Ø12
2Ø121Ø10
55
50
2580
[cm]3
2
T2u = 29.67 kNM1u = -0.32 kNmM3u = -95.41 kNm
εb/εa = -0.584/10.000 ‰Aa1 = 0.00 cm2Aa2 = 2.52 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.00 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/25(m=2) = 2.01 cm2/m]
τy = 0.20MPa < τr , τr = 1.10MPaτz = 0.02MPa < τr , τr = 1.10MPaProcenat armiranja: 0.40%
Page 39
Greda 630-3437@1@PBAB 87MB 30MA 500/560Dimenzionisanje jednog slucajaopterecenja: 1.60xI+1.80xII+1.80xIII
Presek 29-29 x = 2.45m
Ø8/25(m=2)
4Ø12
2Ø121Ø102Ø12
2Ø121Ø10
55
5025
80
[cm]3
2
N1u = -0.23 kNT2u = 174.72 kNT3u = -0.18 kNM1u = 0.11 kNmM3u = 108.75 kNm
εb/εa = -1.017/10.000 ‰Aa1 = 3.00 cm2Aa2 = 0.00 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.00 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/25(m=2) = 2.01 cm2/m]
τy = 1.03MPa < τr , τr = 1.10MPaProcenat armiranja: 0.37%
Presek 30-30 x = 4.55m
Ø8/25(m=2)
2Ø12
2Ø121Ø102Ø12
2Ø121Ø10
55
50
25
80
[cm]3
2
T2u = 8.44 kNM1u = 0.11 kNmM3u = -82.38 kNm
εb/εa = -0.539/10.000 ‰Aa1 = 0.00 cm2Aa2 = 2.18 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.00 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/25(m=2) = 2.01 cm2/m]
τy = 0.06MPa < τr , τr = 1.10MPaProcenat armiranja: 0.30%
Greda 265-788@1@PBAB 87MB 30MA 500/560Dimenzionisanje jednog slucajaopterecenja: 1.60xI+1.80xII+1.80xIII
Presek 31-31 x = 1.23m
Ø 8/20(m=2)
3Ø 12
3Ø 12
30
30
[cm]3
2
M3u = 26.02 kNm
εb/εa = -1.328/10.000 ‰Aa1 = 2.01 cm2Aa2 = 0.00 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.00 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/20(m=2) = 2.51 cm2/m]
Procenat armiranja: 0.75%
Page 41
DIMENZIONISANJE VERTIKALNIH ELEMENATA - STUBOVA
-0.06 0.05
-0.15
-4.96 9.84
-10.27 4.65
-6.75 13.21
-13.77 6.56
1.71 -3.94
4.10 -2.66
1.30
10.42 -19.53
18.51
-11.63
-0.84 0.26 -0.32 1.26
-0.21 0.23 -0.53 0.09
-0.66 0.02 -0.40 0.40
1.72 -0.17 0.22 -0.16 -0.11
0.61 -0.59 0.30 -0.59 0.58
-1.01 2.18
-0.33 0.35 -0.25 0.27
Opt. 6: 1.9xI+2.1xII+2.1xIII
Uticaji u gredi: max M 3= 58.50 / min M 3= -113.06 kNm Ram: H_4
-3.63
2.87
-0.09
-2.07
1.32
-0.12 0.24 -0.02 0.04
-0.81 0.09 -0.25 0.13 -0.32 0.03
4.34 -8.37
8.41 -6.19
3.60
-0.70 1.54
-1.70 0.89
-0.19
-0.69 1.59
-1.68 -0.03
1.61
-0.95
0.22 -0.60
6.15
-1.77
11.51
5.83 -10.61
9.93 -3.98
Opt. 6: 1.9xI+2.1xII+2.1xIII
Uticaji u gredi: max M 2= 11.51 / min M 2= -10.61 kNm Ram: H_4
0.03
-0.04 -0.02
0.02 -0.22 -0.19
0.07
-0.60
1.71
6.93
0.95
2.33
9.30
1.67
-0.59
-2.77
-1.37
-13.16
3.04
1.85
-3.92
0.87 2.62
-5.03
0.23 4.39
-7.39
Opt. 6: 1.9xI+2.1xII+2.1xIII
Uticaji u gredi: max T2= 168.84 / min T2= -177.75 kN Ram: H_4
-3.90
4.82
-2.57 1.06
-1.57
2.42
-1.27 1.18 0.87
-0.36
0.23 -1.82
1.50
5.79
3.38
-0.24
-1.12
-0.37
-0.24
-1.13
0.56
-3.20 1.25
-2.00
9.11
-4.63
15.69
-3.13
2.29 7.20
0.89
Opt. 6: 1.9xI+2.1xII+2.1xIII
Uticaji u gredi: max T3= 15.69 / min T3= -4.63 kN Ram: H_4
16.14
-38.01
-51.49
-35.07
-155.04
-322.22
-500.48
-168.23
-362.08
-565.86
-149.51
-292.71
-429.84 -380.82
-67.05
-150.55
-231.28
Opt. 6: 1.9xI+2.1xII+2.1xIII
Uticaji u gredi: max N1= 19.48 / min N1= -565.86 kN Ram: H_4
Page 42
2.75 2.77
@1@PBAB 87, M B 30, M A 500/560
Armatura u gredama: max Aa2/Aa1= 2.77 cm2 Ram: H_4
0.93 0.91
@1@PBAB 87, M B 30, M A 500/560
Armatura u gredama: max Aa3/Aa4= 0.93 cm2 Ram: H_4
2Ø16
(8.7m
)
2Ø16
(8.7m
)
2Ø16
(8.7m
)
2Ø16
(8.7m
)
3Ø14
+2Ø
16(8
.70m
)
3Ø14
+2Ø
16(8
.70m
)
2Ø16
(8.7m
)
2Ø16
(8.7m
)
2Ø16
(8.7m
)
2Ø16
(8.7m
)
Usvojena armatura @1@PBAB 87, M B 30, M A 500/560
Armatura u gredama: Aa2/Aa1 Ram: H_4
Ø8/
20(N
=43)
(m=2
)
Ø8/
20(N
=43)
(m=2
)
Ø8/
20(N
=43)
(m=2
)
Ø8/
20(N
=43)
(m=2
)
Ø8/
20(N
=43)
(m=2
)
Usvojena armatura @1@PBAB 87, M B 30, M A 500/560
Armatura u gredama: Aa,uz Ram: H_4
11615
10719
9231
7306
10324 114819537834677705621
8700
6711
4586
5710
3534
1753597 6958
7684
5606
3437
3456
1702
10510
8915
11
22
Usvojena armatura @1@PBAB 87, M B 30, M A 500/560
Dispozicija greda Ram: H_4
Page 43
DIMENZIONISANJE SVIH SAMOSTOJEĆIH STUBOVA DIMENZIJA b/d=25/25cm
Greda 5710-3534@1@PBAB 87MB 30RA B500Dimenzionisanje jednog slucajaopterecenja: 1.90xI+2.10xII+2.10xIIIli,2 = 2.90 m (λ2 = 40.18)li,3 = 2.90 m (λ3 = 40.18)Nepomerljiva konstrukcija
Presek 1-1 x = 1.93m
Ø 8/20(m=2)
2Ø 16
2Ø 16
25
25
[cm]3
2
N1u = -359.21 kNT2u = 9.30 kNT3u = -1.12 kNM2u = -0.62 kNmM3u = -4.77 kNm
Nije potrebna armatura.
DIMENZIONISANJE STUBA DIMENZIJA b/d=75/25cm
Greda 11481-6958@1@PBAB 87MB 30RA B500Dimenzionisanje jednog slucajaopterecenja: 1.90xI+2.10xII+2.10xIIIli,2 = 8.70 m (λ2 = 40.18)li,3 = 8.70 m (λ3 = 120.55)Nepomerljiva konstrukcija
Presek 2-2 x = 5.80m
Ø 8/20(m=2)
2Ø 163Ø 14
3Ø 142Ø 162Ø 16
2Ø 16
75
25
[cm]3
2
N1u = -260.37 kNT2u = -13.13 kNT3u = 1.53 kNM2u = -0.03 kNmM3u = 18.51 kNm
Δe3 = 2.9<e0> + 15.3<eII> = 18.2 cm|ΔM3| = 47.36 kNmεb/εa = -2.264/10.000 ‰Aa1 = 2.77 cm2Aa2 = 2.75 cm2Aa3 = 0.93 cm2Aa4 = 0.91 cm2Aa,uz = 0.00 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/20(m=2) = 2.51 cm2/m]
τy = 0.09MPa < τr , τr = 1.10MPaτz = 0.01MPa < τr , τr = 1.10MPaProcenat armiranja: 1.35%
DIMENZIONISANJE STUBOVA/SERKLAŽA U ZIDOVIMA, DIMENZIJA b/d=25/25cm
Greda 534-110@1@PBAB 87MB 30RA B500Dimenzionisanje jednog slucajaopterecenja: 1.90xI+2.10xII+2.10xIIIli,2 = 2.90 m (λ2 = 40.18)li,3 = 2.90 m (λ3 = 40.18)Nepomerljiva konstrukcija
Presek 1-1 x = 1.36m
Ø 8/20(m=2)
2Ø 14
2Ø 14
25
25
[cm]3
2
N1u = -91.92 kNT2u = -2.04 kNT3u = 0.58 kNM2u = -0.38 kNm
Nije potrebna armatura.
Page 44
SEIZMIČKI PRORAČUNSeizmicki proracun: JUS (Ekvivalentno staticko opterecenje)
Kategorija tla: IISeizmicka zona: IX (Ks = 0.100)Kategorija objekta: IIVrsta konstrukcije: 3Kota ukljestenja: Zd = 0.00 mMase grupisane u nivoima izabranih tavanicaPloce - redukcija krutosti na savijanje: 0.010Grede - redukcija krutosti na savijanje: 0.010Zidovi - redukcija krutosti na savijanje: 0.010Multiplikator krutosti oslonaca: 1000.000
Ugao dejstva zemljotresa:Naziv T [sec] α [°]
Seizmika X 0.500 0.00Seizmika Y 0.500 90.00
Raspored seizmickih sila po visini objekta (Seizmika X)Nivo Z [m] S [kN]
Kota tavana 5.80 275.40Kota mansarde 2.90 203.02Kota prizemlja 0.00 7.22Kota suterena -2.90 0.00
Σ= 485.64
Raspored seizmickih sila po visini objekta (Seizmika Y)Nivo Z [m] S [kN]
Kota tavana 5.80 275.40Kota mansarde 2.90 203.02Kota prizemlja 0.00 7.22Kota suterena -2.90 0.00
Σ= 485.64
Raspored masa po visini objektaNivo Z [m] X [m] Y [m] Masa [T] T/m2
Kota tavana 5.80 5.39 5.31 121.24 1.75Kota mansarde 2.90 5.28 5.06 161.88 1.41Kota prizemlja 0.00 5.48 5.05 164.92 1.43Kota suterena -2.90 5.18 4.52 108.43Ukupno: 1.54 5.34 5.00 556.47
STATIČKI UTICAJI U ZIDOVIMA USLJED DJELOVANJA VERTIKALNOG OPTEREĆENJA
-305
.15 N = -305.15
M = 20.37
Opt. 6: I+II+III
Vektorski preseci: Nn Ram: H_1
-285
.26 N = -285.26M = 14.85
Opt. 6: I+II+III
Vektorski preseci: Nn Ram: H_2
-199
.34 N = -199.34
M = -21.45
Opt. 6: I+II+III
Vektorski preseci: Nn Ram: H_3
-217
.46 N = -217.46
M = -64.22
-138
.50 N = -138.50
M = 0.95
-68.3
6
N = -68.36M = 6.31
Opt. 6: I+II+III
Vektorski preseci: Nn Ram: H_5
Page 45
-240
.97 N = -240.97
M = -52.85
-65.8
1
N = -65.81M = 0.61
-150
.21 N = -150.21
M = 4.52
-31.9
8
N = -31.98M = 1.56
Opt. 6: I+II+III
Vektorski preseci: Nn Ram: V_1
-342
.15 N = -342.15
M = -181.68
Opt. 6: I+II+III
Vektorski preseci: Nn Ram: V_3
-84.7
3
N = -84.73M = 0.29
-146
.99 N = -146.99
M = -32.56
Opt. 6: I+II+III
Vektorski preseci: Nn Ram: V_5
-240
.97 N = -240.97
M = -52.85
-65.8
1
N = -65.81M = 0.61
-150
.21 N = -150.21
M = 4.52
-31.9
8
N = -31.98M = 1.56
Opt. 6: I+II+III
Vektorski preseci: Nn Ram: V_1
-342
.15 N = -342.15
M = -181.68
Opt. 6: I+II+III
Vektorski preseci: Nn Ram: V_3
-84.7
3
N = -84.73M = 0.29
-146
.99 N = -146.99
M = -32.56
Opt. 6: I+II+III
Vektorski preseci: Nn Ram: V_5
-83.3
9
N = -83.39M = 6.81
-183
.04 N = -183.04
M = 7.56
-36.1
7
N = -36.17M = 0.05
Opt. 6: I+II+III
Vektorski preseci: Nn Ram: V_6
Page 46
STATIČKI UTICAJI U ZIDOVIMA USLJED DJELOVANJA SEIZMIČKIH INERCIJALNIH SILA
84.96 N = 84.96
Opt. 5: Seizmika Y
Vektorski preseci: Nns Ram: H_2
-106.39 N = -106.39
Opt. 4: Seizmika X
Vektorski preseci: Nns Ram: H_1
1.21
-96.57 N = -95.36
Opt. 4: Seizmika X
Vektorski preseci: Nns Ram: H_3
-82.22 N = -82.22
29.57 N = 29.57
34.37 N = 34.37
Opt. 5: Seizmika Y
Vektorski preseci: Nns Ram: H_5
Page 47
-119.67 N = -119.67
-31.03 N = -31.03
-69.52 N = -69.52
-15.68 N = -15.68
Opt. 5: Seizmika Y
Vektorski preseci: Nns Ram: V_1
75.46 N = 75.46
Opt. 4: Seizmika X
Vektorski preseci: Nns Ram: V_3
-32.97 N = -32.97
-61.35 N = -61.35
Opt. 5: Seizmika Y
Vektorski preseci: Nns Ram: V_5
-27.08 N = -27.08
-88.60 N = -88.60
-31.52 N = -31.52
Opt. 5: Seizmika Y
Vektorski preseci: Nns Ram: V_6
Page 48
Proračun otpornosti zidova na djelovanje seizmičkih sila:
Ram Zid br. L [m] b [m] F [m2] N [kN] T [kN] σ0 [kPa] σgr
[kPa]τ0
[kPa]τn
[kPa]H-1 1-1 5,27 0,25 1,32 305 106 231 180 80 181H-2 2-1 5,78 0,25 1,45 285 85 197 180 59 174H-3 3-1 3,85 0,25 0,96 200 96,5 208 180 100 176
H-55-1 3,00 0,25 0,75 217,5 82 290 180 109 1945-2 1,025 0,25 0,26 138,8 29,5 542 180 115 2405-3 1,025 0,25 0,26 68 34 265 180 133 189
V-1
1-1 3,45 0,25 0,86 241 120 279 180 139 1921-2 0,75 0,25 0,19 66 31 352 180 165 2061-3 1,75 0,25 0,44 150 69 343 180 158 2051-4 0,5 0,25 0,13 32 16 256 180 128 187
V-3 3-1 3,35 0,25 0,84 342 76 408 180 91 217
V-5 5-1 1,00 0,25 0,25 85 33 340 180 132 2045-2 2,15 0,25 0,54 147 61 273 180 113 190
V-66-1 1,00 0,25 0,25 83 27 332 180 108 2026-2 1,70 0,25 0,43 183 88,5 431 180 208 2216-3 0,80 0,25 0,20 36 31,5 180 180 158 170
USOV: τn>τ0
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Page 49
STATIČKI PRORAČUN NADVRATNIKA/NADPROZORNIKA
Maksimalno vertikalno opterećenje: q=40 kN/m'Maksimalna dužina otvora 1,35mKoeficijent sigurnosti: ks=1,65Granično opterećenje: qu = 1,65x40=66 kN/m'
Granični moment:
Granični momet nosivosti poprečnog presjeka
b/d=20/25cm; MB30; Aa=3RF12=3,39cm2εa / εb =10/-3,5‰Mu,n=25 kNm > Mu
USVAJA SE: Donja zona: 3RF12 Gornja zona 2RF12 Vilice: uRF8/20